{"id":1649,"date":"2026-08-03T21:32:39","date_gmt":"2026-08-03T21:32:39","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eurocode-8-deprem-analizi\/"},"modified":"2026-08-03T21:32:39","modified_gmt":"2026-08-03T21:32:39","slug":"eurocode-8-deprem-analizi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eurocode-8-deprem-analizi\/","title":{"rendered":"Eurocode 8’e G\u00f6re Deprem Analizi"},"content":{"rendered":"
\n Prota<\/span><\/span><\/b>Structure art\u0131k EuroCode 8’e uygun olarak deprem y\u00fcklerini hesaplayabiliyor.  A\u015fa\u011f\u0131daki Ulusal Ek’in \u00fclkeye \u00f6zg\u00fc gereksinimleri uygulanm\u0131\u015ft\u0131r :
\n <\/span>
<\/span>
\n<\/span><\/div>\n

\n<\/span><\/div>\n
    \n

    \n <\/span><\/div>\n
  1. MS EN 1998-1 : 2015 (Malezya Ulusal Eki)<\/span>
    <\/span><\/li>\n

    \n <\/span><\/div>\n
  2. SS EN 1998-1 : 2013 (Singapur Ulusal Eki)<\/span>
    <\/span><\/li>\n

    \n<\/span><\/div>\n<\/ol>\n

    \n<\/span><\/div>\n
    \n

    \u015euraya gidin: Bina Analizi<\/b> diyalog penceresi > \u00d6n Analiz <\/b>sekmesi : 
    <\/span><\/p>\n

      \n
    1. \u015euraya t\u0131klay\u0131n: Ayarlar Merkezi <\/b>> Kod<\/a> b\u00f6l\u00fcm\u00fc g\u00f6r\u00fcnt\u00fclenir > Deprem Kodu’nu  <\/b> se\u00e7in
      <\/span><\/li>\n
    2. Deprem Parametresi’ne <\/span>t\u0131klay\u0131n <\/b>, Deprem Parametreleri ve Ayarlar\u0131’na eri\u015fmek i\u00e7in.<\/span><\/li>\n<\/ol>\n<\/div>\n
      \n Malezya Ulusal Eki 
      <\/span><\/b><\/div>\n

      <\/span><\/b>
      <\/span><\/b><\/div>\n

      <\/span><\/b><\/div>\n
      Singapur Ulusal Eki <\/span><\/b>
      \n<\/div>\n
      \n

      \n<\/div>\n

      \n
      \n \n <\/div>\n
      <\/p>\n
      \"Bilgi\"\n <\/div>\n
      \n Parametre hakk\u0131nda daha fazla bilgi ve rehberlik i\u00e7in
      \n<\/span>i  <\/b><\/span><\/span><\/i><\/span>simgesine t\u0131klay\u0131n.
      \n
      \n <\/span><\/div>\n

      \n <\/span><\/div>\n
      Bu makaleyi de okudu\u011funuzdan emin olun<\/span> <\/span>Deprem Y\u00fck\u00fc – Temel K\u0131lavuz<\/span><\/a>. <\/span>\n <\/div>\n

      <\/span><\/div>\n

      Parametreler<\/span><\/span>
      <\/span><\/h1>\n

      \n <\/span><\/div>\n

      \n <\/span>A\u015fa\u011f\u0131da \u201c<\/span>Parametreler<\/span><\/b>\u201d sekmesindeki temel girdilerin a\u00e7\u0131klamalar\u0131 verilmi\u015ftir :<\/span><\/span>
      \n <\/span>
      <\/span>
      \n <\/span><\/div>\n

      \n <\/span><\/div>\n
        \n

        \n <\/span><\/div>\n
      1. Spektrum A\u00e7\u0131s\u0131<\/span><\/b> : Uygulanan deprem kuvvetlerinin, plan g\u00f6r\u00fcn\u00fc\u015fteki yap\u0131 y\u00f6n\u00fcne g\u00f6re a\u00e7\u0131s\u0131d\u0131r; global yataydan saat y\u00f6n\u00fcn\u00fcn tersine \u00f6l\u00e7\u00fcl\u00fcr. <\/span> <\/span><\/span>\u00d6rne\u011fin dikd\u00f6rtgen bir bina d\u00f6nd\u00fcr\u00fclm\u00fc\u015f bir a\u00e7\u0131yla modellenmi\u015fse, spektrum a\u00e7\u0131s\u0131 buna g\u00f6re de\u011fi\u015ftirilmelidir.<\/span><\/span>
        <\/span><\/li>\n

        \n <\/span><\/div>\n<\/ol>\n

        \n <\/span><\/div>\n
        \n

        \n <\/span><\/div>\n
          \n

          \n <\/span><\/div>\n
        1. Deprem B\u00f6lgesi :  <\/span><\/b>
          <\/span><\/li>\n

          \n <\/span><\/div>\n
            \n

            \n <\/span><\/div>\n
          1. Singapur Ulusal Eki :  Ge\u00e7erli de\u011fildir ve bu nedenle gizlidir<\/span>
            <\/span><\/li>\n

            \n <\/span><\/div>\n
          2. Malezya Ulusal Eki : Kullan\u0131c\u0131 <\/span>B\u00f6lge<\/span><\/b> ve <\/span>\u015eehir veya Kasaba >  Agr <\/span><\/b>se\u00e7ti\u011finde otomatik olarak g\u00fcncellenir.<\/span>
            <\/span><\/li>\n

            \n <\/span><\/div>\n<\/ol>\n

            \n <\/span><\/div>\n<\/ol>\n

            \n <\/span><\/div>\n
              \n

              \n <\/span><\/div>\n
            1. Referans Tepe Yer \u0130vmesi (Agr)<\/span><\/b>  :  Se\u00e7ilen Ulusal Ek veya \u015fehre g\u00f6re varsay\u0131lan de\u011ferler atan\u0131r.  Bu de\u011fer de\u011fi\u015ftirilebilir. <\/span>
              <\/span><\/li>\n

              \n <\/span><\/div>\n<\/ol>\n

              \n <\/span><\/div>\n
                \n

                \n <\/span><\/div>\n
              1. S\u00fcneklik Seviyesi<\/span><\/b> :  DCL<\/b> \/ DCM<\/b> \/ DCH<\/b>  > Kullan\u0131c\u0131 se\u00e7er (d\u00fc\u015f\u00fck deprem b\u00f6lgesi i\u00e7in DCL se\u00e7ilir)<\/span>
                <\/span><\/li>\n

                \n <\/span><\/div>\n<\/ol>\n

                \n <\/span><\/div>\n
                  \n

                  \n <\/span><\/div>\n
                1. \u00d6nem Katsay\u0131s\u0131<\/span><\/b> :  Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir<\/span><\/li>\n
                2. Davran\u0131\u015f<\/span><\/b><\/span> Katsay\u0131s\u0131 (q)<\/span><\/b> ve <\/span>A\u015f\u0131r\u0131 Dayan\u0131m Katsay\u0131s\u0131 (\u03b1u\/\u03b11) <\/span><\/b>deprem y\u00f6netmeli\u011findeki tablolardan otomatik olarak al\u0131n\u0131r.<\/span>
                  <\/span><\/li>\n

                  \n <\/span><\/div>\n<\/ol>\n

                  \n <\/span><\/div>\n
                    \n

                    \n <\/span><\/div>\n
                  1. Bask\u0131n G\u00f6\u00e7me Modu Katsay\u0131s\u0131 (kw)<\/span><\/b> :<\/span>  <\/span><\/span>Perdeli ta\u015f\u0131y\u0131c\u0131 sistemlerdeki bask\u0131n g\u00f6\u00e7me moduyla ili\u015fkili katsay\u0131d\u0131r. Se\u00e7ilen Ulusal Eke g\u00f6re otomatik olarak sabitlenir.  <\/span><\/span>
                    <\/span><\/li>\n

                    \n <\/span><\/div>\n<\/ol>\n

                    \n <\/span><\/div>\n

                      \n <\/span>
                      \n <\/span><\/ol>\n

                      \n <\/span><\/div>\n

                        \n <\/span>
                        \n <\/span><\/ol>\n

                        \n <\/span><\/div>\n
                          \n

                          \n <\/span><\/div>\n
                        1. Zemin Parametreleri : <\/span><\/b>Mevcut <\/span>se\u00e7enekler<\/span><\/span> se\u00e7ilen Ulusal Eke ba\u011fl\u0131d\u0131r. <\/span>
                          <\/span><\/li>\n

                          \n <\/span><\/div>\n
                            \n

                            \n <\/span><\/div>\n
                          1. Zemin Tortu Derinli\u011fi <\/span><\/b>(yaln\u0131zca Malezya NA i\u00e7in ge\u00e7erlidir) : Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir<\/span>
                            <\/span><\/li>\n

                            \n <\/span><\/div>\n
                          2. Zemin S\u0131n\u0131f\u0131<\/span><\/b> : Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir; \u00f6rne\u011fin <\/span>Tb<\/span><\/b>, <\/span>Tc<\/span><\/b>, ve <\/span>Td<\/span><\/b> gibi di\u011fer t\u00fcm alanlar otomatik olarak g\u00fcncellenir.<\/span><\/span><\/li>\n<\/ol>\n<\/ol>\n
                            <\/p>\n
                            \"Bilgi\"\n <\/div>\n
                            \n S\u00fcneklik D\u00fczeyi  <\/span><\/span><\/b>
                            \n
                            \n <\/span><\/div>\n

                            \n <\/span><\/div>\n

                            \n EC8, DCM ve DCH i\u00e7in s\u00fcnek perde ve kolonlarda eksenel bas\u0131n\u00e7 oranlar\u0131na (normalize eksenel kuvvet) \u00fcst s\u0131n\u0131rlar getirir; DCL i\u00e7in ise herhangi bir k\u0131s\u0131tlama yoktur.
                            <\/span><\/div>\n
                            \n
                            \u00d6rne\u011fin, <\/span>DCM <\/b>ve <\/span>DCH<\/b>‘de perde duvarlar\u0131n\u0131n s\u00fcnek tasar\u0131m\u0131nda, <\/span>EN 1998-1:2004 <\/span>uyar\u0131nca (DCM i\u00e7in Madde 5.4.3.4.1(2), DCH i\u00e7in Madde 5.5.3.4.1(2)), normalize edilmi\u015f tasar\u0131m eksenel kuvveti, teorik eksenel beton kapasitesinin (donat\u0131 hari\u00e7) belirli bir y\u00fczdesini a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi a\u015famaz:<\/span><\/div>\n
                            \"\"<\/div>\n
                            Bu, yaln\u0131zca <\/span>%35 (DCH)<\/span><\/b> ve <\/span>%40 (DCM)<\/span><\/b> eksenel kapasitesinin, donat\u0131 dikkate al\u0131nmaks\u0131z\u0131n, perde duvarlar\u0131n yaln\u0131zca beton alan\u0131na dayal\u0131 olarak kullan\u0131labilece\u011fi anlam\u0131na gelir.<\/span><\/div>\n<\/div>\n
                            Kolonlar i\u00e7in eksenel y\u00fck oran\u0131 s\u0131n\u0131rlar\u0131, <\/span>DCM i\u00e7in 0,65 <\/span><\/b>ve <\/span>DCH i\u00e7in 0,55<\/span><\/b> olup, EN 1998-1:2004’te belirtilmi\u015ftir (DCM i\u00e7in Madde 5.4.3.2.1(3), DCH i\u00e7in Madde 5.5.3.2.1(3)).<\/span><\/div>\n
                            Bu durum, 
                            \n <\/span>DCL<\/span><\/b> se\u00e7ene\u011fini d\u00fc\u015f\u00fck deprem b\u00f6lgeleri i\u00e7in en pratik ve verimli tasar\u0131m se\u00e7imi haline getirir  :<\/span><\/div>\n

                            \n <\/span><\/div>\n
                              \n

                              \n <\/span><\/div>\n
                            1. EuroCode 8, DCM<\/b> kullan\u0131m\u0131 i\u00e7in bir \u00fcst PGA (Tepe Zemin \u0130vmesi) s\u0131n\u0131r\u0131 belirtmez; bunun yerine, d\u00fc\u015f\u00fck sismiklik b\u00f6lgesinde deprem tasar\u0131m h\u00fck\u00fcmlerinin g\u00f6z ard\u0131 edilebilece\u011fi, yani DCL<\/b>‘nin uygulanabilece\u011fi bir alt s\u0131n\u0131r tan\u0131mlar. 
                              <\/font><\/li>\n
                            2. Zemin tasar\u0131m ivmesinin 0,10g’yi <\/b>a\u015fmad\u0131\u011f\u0131 durumlar d\u00fc\u015f\u00fck sismiklik olarak kabul edilebilir ve bu, basitle\u015ftirilmi\u015f DCL<\/b> tasar\u0131m y\u00f6nteminin kullan\u0131lmas\u0131na olanak tan\u0131r. <\/font><\/li>\n
                            3. DCL<\/b> tasar\u0131m\u0131n\u0131n d\u00fc\u015f\u00fck deprem b\u00f6lgelerinde daha ekonomik olmas\u0131n\u0131n temel nedeni, DCM ve DCH i\u00e7in izin verilen tasar\u0131m deprem y\u00fck\u00fc azalt\u0131m\u0131n\u0131n, kolon ve perde eksenel kapasite s\u0131n\u0131rlar\u0131ndaki ciddi azalmay\u0131 telafi etmeye yetmemesidir. <\/span>
                              <\/span><\/li>\n

                              \n <\/span><\/div>\n
                            4. DCM ve DCH i\u00e7in ayr\u0131ca daha s\u0131k\u0131 ve zorlay\u0131c\u0131 tasar\u0131m ve detayland\u0131rma gereklilikleri bulunur; \u00f6rne\u011fin daha y\u00fcksek minimum donat\u0131 oran\u0131 \u015fart\u0131 gibi. <\/span>
                              <\/span><\/li>\n
                            5. \u00d6zetle, d\u00fc\u015f\u00fck deprem b\u00f6lgeleri i\u00e7in <\/span>DCL<\/b> daha pratik ve ekonomik oldu\u011fundan \u00f6nerilir. <\/span><\/li>\n<\/ol>\n

                              <\/span><\/p>\n

                              Yar\u0131 Kal\u0131c\u0131 Katsay\u0131lar <\/span>
                              <\/span><\/h2>\n
                              EuroCode i\u00e7in uygulanan yar\u0131 kal\u0131c\u0131 y\u00fck katsay\u0131lar\u0131 \u015funlard\u0131r:<\/span>
                              <\/span><\/div>\n
                              \n
                                \n
                              1. Hareketli Y\u00fckler i\u00e7in Yar\u0131 Kal\u0131c\u0131 Katsay\u0131 (\u03a8<\/span>2<\/span><\/span>, Q)
                                <\/span><\/li>\n
                              2. \u00c7at\u0131 Hareketli Y\u00fckleri i\u00e7in Yar\u0131 Kal\u0131c\u0131 Katsay\u0131 (\u03a8<\/span>2<\/span><\/span>, Qr)
                                <\/span><\/li>\n
                              3. Kar Y\u00fckleri i\u00e7in Yar\u0131 Kal\u0131c\u0131 Katsay\u0131 (\u03a8<\/span>2<\/span><\/span>, Qs)<\/span><\/li>\n<\/ol>\n
                                Bu katsay\u0131lar Ayarlar Merkezi<\/b> > Ulusal Olarak Belirlenen Parametre (NDP)<\/a> <\/b>b\u00f6l\u00fcm\u00fcnden de\u011fi\u015ftirilebilir – a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi 
                                <\/span><\/div>\n

                                <\/span><\/div>\n

                                <\/span><\/div>\n

                                <\/span><\/div>\n
                                Bu katsay\u0131lar ProtaStructure i\u00e7inde \u015fu ama\u00e7larla kullan\u0131l\u0131r:<\/span>
                                <\/span><\/div>\n
                                \n
                                  \n
                                1. Deprem analizinde kullan\u0131lacak sismik k\u00fctlenin hesaplanmas\u0131.
                                  <\/span><\/li>\n
                                2. Deprem etkileri i\u00e7in y\u00fck kombinasyonlar\u0131n\u0131n olu\u015fturulmas\u0131.
                                  <\/span><\/li>\n<\/ol>\n

                                  Sismik K\u00fctle Hesab\u0131
                                  <\/span><\/h3>\n
                                  Deprem analizinde, sabit y\u00fcklere ait k\u00fctle, hareketli y\u00fcklere ait k\u00fctle ile birle\u015ftirilmelidir.<\/span><\/div>\n
                                  <\/div>\n
                                  Burada:
                                  <\/span><\/div>\n
                                  G<\/span>k,j<\/span><\/sub><\/span><\/i>        , j<\/span>.<\/span><\/sup> sabit y\u00fck\u00fcn karakteristik de\u011feridir<\/span><\/span>
                                  <\/span><\/div>\n
                                  Q<\/span>k,i<\/span><\/sub><\/span><\/i>        , i<\/span>.<\/span><\/sup> hareketli y\u00fck\u00fcn karakteristik de\u011feridir<\/span><\/span><\/span>
                                  <\/span><\/div>\n
                                  g<\/span><\/span><\/i>             , yer\u00e7ekimi ivmesidir<\/span><\/span><\/span><\/span>
                                  <\/span><\/div>\n
                                  \u03a8<\/span>E,i<\/span><\/sub><\/span><\/i>        , deprem tasar\u0131m durumu i\u00e7in i<\/span>.<\/span><\/sup>
                                  \nhareketli etkiye kar\u015f\u0131l\u0131k gelen k\u00fctlenin <\/span><\/span>k\u00fctle kombinasyon katsay\u0131s\u0131d\u0131r.<\/span><\/span>
                                  <\/span><\/div>\n
                                  Binalar i\u00e7in<\/span><\/span>, <\/span><\/span>\u03a8<\/span>E,i <\/span><\/sub><\/span><\/i> <\/span>a\u015fa\u011f\u0131daki ba\u011f\u0131nt\u0131dan elde edilir:<\/span><\/span><\/span>
                                  <\/span><\/div>\n

                                  <\/span><\/div>\n
                                  \u03a8<\/span>2,i <\/span><\/sub><\/span><\/i><\/span> de\u011fi\u015fken y\u00fckler i\u00e7in y\u00fck kategorilerine ba\u011fl\u0131 olarak EC0’da verilen yar\u0131 kal\u0131c\u0131 (quasi-permanent) de\u011ferlerle ili\u015fkilidir. Bu de\u011ferler, se\u00e7ilen Eurocode Ulusal Eki’ne (National Annex) ba\u011fl\u0131 olarak ProtaStructure taraf\u0131ndan otomatik olarak dikkate al\u0131n\u0131r.<\/span><\/span><\/span><\/span>
                                  <\/span><\/div>\n

                                  <\/span><\/div>\n
                                  \u03c6 <\/span><\/span><\/span>deprem s\u0131ras\u0131nda de\u011fi\u015fken y\u00fcklerin e\u015f zamanl\u0131 bulunma olas\u0131l\u0131\u011f\u0131n\u0131 ifade eder. Bu de\u011ferler de se\u00e7ilen Eurocode Ulusal Eki’ne ba\u011fl\u0131 olarak ProtaStructure taraf\u0131ndan otomatik olarak dikkate al\u0131n\u0131r.<\/span><\/span><\/font>
                                  <\/span><\/div>\n

                                  <\/span><\/div>\n
                                  E\u015f zamanl\u0131 bulunma fakt\u00f6rleri \u03a6<\/span><\/span><\/font> <\/span><\/span>ProtaStructure’da her kat i\u00e7in Kat D\u00fczenle<\/a> komutu kullan\u0131larak belirtilebilir (a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi).<\/span><\/span><\/font><\/div>\n
                                  <\/div>\n
                                  <\/div>\n
                                  <\/div>\n

                                  Deprem Kombinasyonlar\u0131<\/span>
                                  <\/span><\/h3>\n
                                  ProtaStructure, ULS kombinasyonlar\u0131 i\u00e7in 6.10 ve 9.10 e\u015fitliklerini kullan\u0131r. Deprem kombinasyonlar\u0131 a\u015fa\u011f\u0131daki form\u00fcl kullan\u0131larak olu\u015fturulur:<\/span>
                                  <\/span><\/div>\n

                                  <\/span><\/div>\n
                                  Burada:<\/span>
                                  <\/span><\/div>\n
                                  G<\/span>k,j<\/span><\/sub><\/span><\/i>                       sabit
                                  \ny\u00fcklerdir<\/span><\/span>
                                  <\/span><\/div>\n
                                  \n
                                  P<\/span><\/span><\/i>                           uygulanabildi\u011fi
                                  \ndurumlarda \u00f6ngerme etkisidir<\/span><\/span>
                                  <\/span><\/div>\n
                                  A<\/span>Ed<\/span><\/sub><\/span><\/i>                       deprem
                                  \netkisinin tasar\u0131m de\u011feridir. <\/span><\/span>A<\/span>Ed<\/span><\/sub> <\/span><\/span><\/i>\u00f6nem katsay\u0131s\u0131 \u03b3<\/span>1<\/span><\/sub><\/span><\/span>‘i i\u00e7erir
                                  <\/span><\/div>\n
                                  \u03a8<\/span>2,i<\/span><\/sub> .Q<\/span>k,i<\/span><\/sub><\/span><\/i>              i.
                                  \nde\u011fi\u015fken y\u00fck\u00fcn karakteristik de\u011feridir<\/span><\/span><\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n<\/div>\n
                                  \n
                                  \n
                                  \n
                                  \n
                                  \n

                                  Analiz
                                  <\/span><\/h1>\n<\/div>\n

                                  \n <\/span><\/div>\n<\/div>\n

                                  \n <\/span><\/div>\n<\/div>\n

                                  \n <\/span><\/div>\n

                                  \n <\/span>A\u015fa\u011f\u0131da “<\/span>Analiz<\/span><\/b>” sekmesindeki temel girdilerin a\u00e7\u0131klamalar\u0131 verilmi\u015ftir:<\/span><\/span>
                                  \n <\/span>
                                  <\/span>
                                  \n <\/span><\/div>\n

                                  \n <\/span><\/div>\n
                                    \n

                                    \n <\/span><\/div>\n
                                  1. Kazara D\u0131\u015fmerkezli\u011fi Uygula (%5)<\/span><\/b> :<\/span>  <\/span><\/span>Uygulamak i\u00e7in i\u015faretleyin<\/span><\/span>
                                    <\/span><\/li>\n

                                    \n <\/span><\/div>\n<\/ol>\n

                                    \n <\/span><\/div>\n
                                      \n

                                      \n <\/span><\/div>\n
                                    1. S\u00f6n\u00fcm Oran\u0131<\/span><\/b> : Bina tipine g\u00f6re kullan\u0131c\u0131 girdisi. Genellikle betonarme yap\u0131lar i\u00e7in 0.05 (%5), \u00e7elik yap\u0131lar i\u00e7in 0.02 (%2) kullan\u0131l\u0131r. <\/span><\/li>\n

                                      \n <\/span><\/div>\n<\/ol>\n

                                      \n <\/span><\/div>\n
                                        \n

                                        \n <\/span><\/div>\n
                                      1. Yatay Mod Say\u0131s\u0131 <\/span><\/b>:<\/span>  <\/span><\/span>Kullan\u0131c\u0131 girdisi (\u00f6nerilen de\u011fer = 15)
                                        <\/span><\/span><\/li>\n
                                      2. D\u00fc\u015fey Mod Say\u0131s\u0131 <\/span><\/b>:<\/span>  <\/span>Kullan\u0131c\u0131 girdisi (\u00f6nerilen de\u011fer = 15)<\/span><\/li>\n

                                        \n <\/span><\/div>\n<\/ol>\n

                                        \n <\/span><\/div>\n
                                        \n

                                        \n <\/span><\/div>\n
                                        \n

                                        \n <\/span><\/div>\n

                                        <\/p>\n

                                        \"Notlar\"
                                        \n <\/span><\/div>\n

                                        \n ProtaStructure, mod say\u0131s\u0131n\u0131 otomatik olarak kontrol eder ve k\u00fcm\u00fclatif k\u00fctle kat\u0131l\u0131m\u0131 sa\u011flanmazsa analiz s\u0131ras\u0131nda bir uyar\u0131 verir.<\/span>
                                        \n
                                        \n <\/span><\/div>\n

                                        <\/span><\/p>\n


                                        \n <\/span><\/div>\n<\/div>\n

                                        \n <\/span><\/div>\n<\/div>\n

                                        \n <\/span><\/div>\n
                                          \n

                                          \n <\/span><\/div>\n
                                        1. E\u015fde\u011fer statik analizde kullan\u0131c\u0131 tan\u0131ml\u0131 periyotlar\u0131 kullan (Tx ve Ty) : <\/b>Kullan\u0131c\u0131 taraf\u0131ndan belirlenir ve girilir 
                                          <\/b><\/span><\/li>\n

                                          \n <\/span><\/div>\n<\/ol>\n

                                          \n<\/span><\/div>\n<\/div>\n

                                          \n<\/span><\/div>\n
                                            \n

                                            \n <\/span><\/div>\n
                                          1. Yap\u0131sal Kullan\u0131m veya Tipi<\/span><\/b> : Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir. 
                                            <\/span><\/li>\n
                                          2. G\u00f6reli Kat \u00d6telemesi S\u0131n\u0131r\u0131<\/span><\/b> :  Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir. <\/span><\/li>\n<\/ol>\n
                                            \n

                                            Yap\u0131sal D\u00fczensizlik
                                            <\/span><\/h1>\n

                                            \n <\/span><\/div>\n

                                            \n <\/span>A\u015fa\u011f\u0131da “<\/span>Yap\u0131sal D\u00fczensizlikler<\/span><\/b>” sekmesindeki d\u00fczensizlik kontrollerinin listesi verilmi\u015ftir:<\/span><\/span>
                                            \n
                                            \n <\/span><\/div>\n

                                            \n <\/span><\/div>\n

                                            Planda D\u00fczensizlikler<\/span><\/span><\/u><\/b>
                                            <\/span><\/p>\n


                                            \n <\/span><\/div>\n

                                            \n Planda d\u00fczenlilik i\u00e7in a\u015fa\u011f\u0131daki kriterler, EN 1998-1 : 2004’\u00fcn 4.2.3.2 Maddesine referansla verilmi\u015ftir: 
                                            \n
                                            \n <\/span><\/div>\n

                                            \n <\/span><\/div>\n
                                              \n

                                              \n <\/span><\/div>\n
                                            1. Planda Simetrik Olmayan Rijitlik Da\u011f\u0131l\u0131m\u0131 <\/span><\/b><\/span>: Kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilmeli, mevcutsa kontrol edilmelidir
                                              <\/span><\/li>\n

                                              \n <\/span><\/div>\n<\/ol>\n

                                              \n <\/span><\/div>\n
                                                \n

                                                \n <\/span><\/div>\n
                                              1. Planda Simetrik Olmayan K\u00fctle Da\u011f\u0131l\u0131m\u0131 <\/span><\/b>: Kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilmeli, mevcutsa kontrol edilmelidir
                                                <\/span><\/li>\n

                                                \n <\/span><\/div>\n<\/ol>\n

                                                \n <\/span><\/div>\n
                                                  \n

                                                  \n <\/span><\/div>\n
                                                1. Kompakt Olmayan Plan \u015eekli <\/span><\/b>: Kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilmeli, mevcutsa kontrol edilmelidir
                                                  <\/span><\/li>\n

                                                  \n <\/span><\/div>\n<\/ol>\n

                                                  \n <\/span><\/div>\n
                                                    \n

                                                    \n <\/span><\/div>\n
                                                  1. Plan Boyut Oran\u0131 4’ten B\u00fcy\u00fck : <\/span><\/b><\/span>Kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilmeli, mevcutsa kontrol edilmelidir
                                                    <\/span><\/li>\n

                                                    \n <\/span><\/div>\n<\/ol>\n

                                                    \n <\/span><\/div>\n
                                                      \n

                                                      \n <\/span><\/div>\n
                                                    1. Burulmaya Esnek Plan : <\/span><\/b>Kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilmeli ve a\u015fa\u011f\u0131daki se\u00e7eneklerden biri belirlenmelidir
                                                      <\/span><\/li>\n

                                                      \n <\/span><\/div>\n
                                                        \n

                                                        \n <\/span><\/div>\n
                                                      1. Yanal \u00d6telemelere G\u00f6re Otomatik Tespit Edilir <\/span><\/b>(yani yanal \u00f6telemeler s\u0131n\u0131r\u0131 a\u015farsa, model burulmaya esnek kabul edilir)
                                                        <\/span><\/li>\n

                                                        \n <\/span><\/div>\n
                                                      2. \u00d6zde\u011fer Sonu\u00e7lar\u0131na G\u00f6re Otomatik Tespit Edilir <\/span><\/b>(yani burulma ilk mod ise, model burulmaya esnek kabul edilir)
                                                        <\/span><\/li>\n

                                                        \n <\/span><\/div>\n
                                                      3. Kullan\u0131c\u0131 Tan\u0131ml\u0131 <\/span><\/b><\/li>\n<\/ol>\n<\/ol>\n

                                                        G\u00f6r\u00fcn\u00fc\u015fte D\u00fczensizlikler<\/span><\/u><\/b>
                                                        <\/span><\/p>\n


                                                        \n <\/span><\/div>\n

                                                        \n G\u00f6r\u00fcn\u00fc\u015fte d\u00fczenlilik i\u00e7in a\u015fa\u011f\u0131daki kriterler, EN 1998-1 : 2004’\u00fcn 4.2.3.3 Maddesine referansla verilmi\u015ftir: 
                                                        \n <\/span>
                                                        <\/span>
                                                        \n <\/span><\/div>\n

                                                        \n <\/span><\/div>\n
                                                          \n

                                                          \n <\/span><\/div>\n
                                                        1. S\u00fcreksiz<\/span><\/b><\/span> D\u00fc\u015fey Y\u00fck Ta\u015f\u0131y\u0131c\u0131 Elemanlar<\/span><\/b> : Kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilmeli, mevcutsa kontrol edilmelidir<\/span>
                                                          <\/span><\/li>\n

                                                          \n <\/span><\/div>\n<\/ol>\n

                                                          \n <\/span><\/div>\n
                                                            \n

                                                            \n <\/span><\/div>\n
                                                          1. D\u00fczg\u00fcn Olmayan Katlar Aras\u0131 Rijitlik Da\u011f\u0131l\u0131m\u0131 (Yumu\u015fak Kat)<\/span><\/b> : Otomatik Tespit Edilir veya Kullan\u0131c\u0131 Tan\u0131ml\u0131d\u0131r<\/span><\/span>
                                                            <\/span><\/li>\n

                                                            \n <\/span><\/div>\n<\/ol>\n

                                                            \n <\/span><\/div>\n
                                                              \n

                                                              \n <\/span><\/div>\n
                                                            1. D\u00fczg\u00fcn Olmayan Katlar Aras\u0131 K\u00fctle Da\u011f\u0131l\u0131m\u0131<\/span><\/b> : Otomatik Tespit Edilir veya Kullan\u0131c\u0131 Tan\u0131ml\u0131d\u0131r<\/span><\/span>
                                                              <\/span><\/li>\n

                                                              \n <\/span><\/div>\n<\/ol>\n

                                                              \n <\/span><\/div>\n
                                                                \n

                                                                \n <\/span><\/div>\n
                                                              1. D\u00fczg\u00fcn Olmayan Katlar Aras\u0131 Dayan\u0131m Da\u011f\u0131l\u0131m\u0131 (Zay\u0131f Kat) : <\/span><\/b><\/span> Otomatik Tespit Edilir veya Kullan\u0131c\u0131 Tan\u0131ml\u0131d\u0131r<\/span>
                                                                <\/span><\/li>\n

                                                                \n <\/span><\/div>\n<\/ol>\n

                                                                \n <\/span><\/div>\n
                                                                  \n

                                                                  \n <\/span><\/div>\n
                                                                1. Geri \u00c7ekmeli Bina<\/span><\/b> : <\/span><\/span>Kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilmeli, mevcutsa kontrol edilmelidir<\/span><\/li>\n<\/ol>\n<\/div>\n
                                                                  \n
                                                                  <\/p>\n
                                                                  \"Bilgi\"\n <\/div>\n
                                                                  \n EN1998-1-2004 Madde 4.2.3 Referans\u0131yla Yap\u0131sal D\u00fczenlilik Hakk\u0131nda K\u0131lavuz<\/span><\/span><\/b>
                                                                  \n
                                                                  \n <\/span><\/div>\n

                                                                  \n <\/span><\/div>\n

                                                                  \n Yap\u0131sal d\u00fczenlilik; yap\u0131sal modeli, analiz y\u00f6ntemini ve q (davran\u0131\u015f katsay\u0131s\u0131) de\u011ferini a\u015fa\u011f\u0131daki tabloda g\u00f6sterildi\u011fi gibi etkiler:
                                                                  \n
                                                                  \n <\/span><\/div>\n

                                                                  \n <\/span><\/div>\n
                                                                  \n

                                                                  \n <\/span><\/div>\n

                                                                  \n <\/span>\"\"
                                                                  \n
                                                                  \n <\/span><\/div>\n

                                                                  \n <\/span><\/div>\n<\/div>\n

                                                                  \n <\/span><\/div>\n

                                                                  \n <\/span>Planda d\u00fczenlilik<\/span><\/u> :<\/span><\/b>
                                                                  \n <\/span> kriterler EC8’in 4.2.3.2 B\u00f6l\u00fcm\u00fcnde verilmi\u015ftir.<\/span><\/span>
                                                                  \n
                                                                  \n <\/span><\/div>\n

                                                                  \n <\/span><\/div>\n
                                                                    \n

                                                                    \n <\/span><\/div>\n
                                                                  1. Bina planda d\u00fczensiz oldu\u011funda, uzaysal (3B) model kullan\u0131lmal\u0131d\u0131r.
                                                                    <\/span><\/li>\n

                                                                    \n <\/span><\/div>\n
                                                                  2. Planda d\u00fczenlilik, Dayan\u0131m Fazlal\u0131\u011f\u0131 Katsay\u0131s\u0131 \u00fczerinden <\/span>q <\/span><\/i>de\u011ferini art\u0131rabilir: betonarme binalar i\u00e7in 5.2.2.2.(5), \u00e7elik binalar i\u00e7in 6.3.2(3), kompozit \u00e7elik-beton binalar i\u00e7in 7.3.2(3) maddelerine bak\u0131n.
                                                                    <\/span><\/li>\n

                                                                    \n <\/span><\/div>\n
                                                                  3. Dayan\u0131m fazlal\u0131\u011f\u0131 katsay\u0131s\u0131 yaln\u0131zca DCM ve DCH i\u00e7in ge\u00e7erlidir (DCL i\u00e7in ge\u00e7erli de\u011fildir). Program, kullan\u0131c\u0131n\u0131n se\u00e7ebilece\u011fi kod \u00f6nerisi de\u011ferlerini sunar. 
                                                                    <\/span><\/li>\n

                                                                    \n <\/span><\/div>\n<\/ol>\n

                                                                    \n <\/span><\/div>\n

                                                                    \n <\/span>G\u00f6r\u00fcn\u00fc\u015fte D\u00fczenlilik<\/span><\/u><\/b>
                                                                    \n <\/span> : kriterler EC8’in 4.2.3.3 B\u00f6l\u00fcm\u00fcnde verilmi\u015ftir<\/span><\/span>
                                                                    \n
                                                                    \n <\/span><\/div>\n

                                                                    \n <\/span><\/div>\n
                                                                      \n

                                                                      \n <\/span><\/div>\n
                                                                    1.  Bina g\u00f6r\u00fcn\u00fc\u015fte d\u00fczensiz oldu\u011funda, modal tepki spektrumu analizi kullan\u0131lmal\u0131d\u0131r (e\u015fde\u011fer statik \/ yanal y\u00fck y\u00f6ntemi kullan\u0131lamaz).
                                                                      <\/span><\/li>\n

                                                                      \n <\/span><\/div>\n
                                                                    2.  Bu ko\u015ful ihlal edildi\u011finde program kullan\u0131c\u0131y\u0131 uyar\u0131r.
                                                                      <\/span><\/li>\n

                                                                      \n <\/span><\/div>\n<\/ol>\n

                                                                      \n <\/span><\/div>\n

                                                                      \n <\/span>Model <\/span><\/span>
                                                                      \n <\/span>planda veya g\u00f6r\u00fcn\u00fc\u015fte d\u00fczensiz<\/span><\/b>
                                                                      \n <\/span> oldu\u011funda, davran\u0131\u015f katsay\u0131s\u0131 otomatik olarak <\/span><\/span>
                                                                      \n <\/span>0,8 ile \u00e7arp\u0131l\u0131r (%20 azalt\u0131l\u0131r), <\/span><\/b>b
                                                                      \n <\/span>u i\u015flem Madde 4.2.3.1 (7)’ye uygun olarak yap\u0131l\u0131r. <\/span><\/span>
                                                                      \n
                                                                      \n <\/span><\/div>\n

                                                                      \n <\/span><\/div>\n

                                                                      \n <\/span>Herhangi bir art\u0131rma veya azaltma sonras\u0131nda, t\u00fcm bina tipleri i\u00e7in Cl 5.2.2.2 Denklem 5.1’e g\u00f6re minimum <\/span>q<\/span><\/i> = 1.5 de\u011feri kullan\u0131l\u0131r.<\/span><\/span>
                                                                      \n \n <\/div>\n

                                                                      <\/span><\/div>\n

                                                                      Ayarlar<\/span><\/span>
                                                                      <\/span><\/h1>\n

                                                                      \n <\/span><\/div>\n
                                                                      \n

                                                                      \n <\/span><\/div>\n

                                                                      A\u015fa\u011f\u0131da \u201c<\/span>Ayarlar<\/span><\/b>\u201d sekmesindeki temel girdilerin a\u00e7\u0131klamalar\u0131 verilmi\u015ftir:<\/span><\/span>
                                                                      <\/span><\/p>\n


                                                                      \n <\/span><\/div>\n

                                                                      \n
                                                                      \n <\/span><\/div>\n

                                                                      \n <\/span><\/div>\n

                                                                      \n <\/span>Analiz Sonras\u0131 Kontroller<\/span><\/u><\/b>
                                                                      \n
                                                                      \n <\/span><\/div>\n

                                                                      \n <\/span><\/div>\n
                                                                        \n

                                                                        \n <\/span><\/div>\n
                                                                      1. G\u00f6reli Kat \u00d6telemesi Kontrol\u00fc <\/span><\/b>(Cl 4.4.3.2)<\/span> :<\/span><\/b>  <\/span><\/span>Kontrol\u00fc ger\u00e7ekle\u015ftirmek i\u00e7in i\u015faretleyin. <\/span><\/span>Bu, deprem g\u00f6reli kat \u00f6telemesi kontrol\u00fcd\u00fcr (r\u00fczgar \/ NHL i\u00e7in yap\u0131lan ola\u011fan yatay \u00f6teleme kontrol\u00fcyle ilgisi yoktur)
                                                                        <\/span><\/li>\n
                                                                      2. Kullan\u0131c\u0131 tan\u0131ml\u0131 g\u00f6reli kat \u00f6telemesi oran\u0131 s\u0131n\u0131r\u0131n\u0131 kullan<\/b> : Kullan\u0131c\u0131 karar verir ve de\u011feri girer<\/span><\/li>\n

                                                                        \n <\/span><\/div>\n<\/ol>\n

                                                                        \n <\/span><\/div>\n
                                                                          \n

                                                                          \n <\/span><\/div>\n
                                                                        1. Bina Y\u00fcksekli\u011fi Kontrol\u00fc<\/span><\/b> :<\/span>  <\/span><\/span>Kullan\u0131c\u0131 karar verir <\/span><\/span> 
                                                                          <\/span><\/li>\n

                                                                          \n <\/span><\/div>\n<\/ol>\n

                                                                          \n <\/span><\/div>\n
                                                                            \n

                                                                            \n <\/span><\/div>\n
                                                                          1. Perde-\u00c7er\u00e7eve Etkile\u015fimi Kontrol\u00fc<\/span><\/b> : Kullan\u0131c\u0131 karar verir <\/span><\/span>
                                                                            <\/span><\/li>\n

                                                                            \n <\/span><\/div>\n<\/ol>\n

                                                                            \n <\/span><\/div>\n
                                                                              \n

                                                                              \n <\/span><\/div>\n
                                                                            1. \u0130kinci Derece Etki Kontrol\u00fc<\/span><\/b> : Kullan\u0131c\u0131 karar verir.  <\/span><\/span>
                                                                              <\/span><\/li>\n
                                                                                \n
                                                                              1. \u0130\u015faretlenirse program, 4.4.2.2 maddesine g\u00f6re ikinci derece etkilerin dikkate al\u0131nmas\u0131 gerekip gerekmedi\u011fini kontrol eder ve uyar\u0131r.  Bu kontrol, binan\u0131n g\u00f6reli kat \u00f6telemesine (yanal sehim) dayan\u0131r. <\/span><\/span>
                                                                                <\/span><\/li>\n
                                                                              2. S\u0131n\u0131r a\u015f\u0131l\u0131rsa "<\/span>Y\u00f6n 1 \/ 2 : Ta\u015f\u0131y\u0131c\u0131 sistemin rijitli\u011fi art\u0131r\u0131lmal\u0131d\u0131r<\/span><\/b>" uyar\u0131 mesaj\u0131 verilir.  <\/span><\/span>
                                                                                <\/span><\/li>\n
                                                                              3. Ayr\u0131nt\u0131lar i\u00e7in <\/span>Analiz Sonras\u0131 Kontroller Raporu: \u0130kinci Derece Etkiler Gereksinim Kontrol\u00fc<\/span><\/b><\/li>\n
                                                                              4. Bu, modelin \u0130kinci Derece Analiz kullan\u0131larak de\u011ferlendirilmesi gerekti\u011fi anlam\u0131na gelir.  ProtaStructure yaln\u0131zca 1. Derece Analiz ger\u00e7ekle\u015ftirdi\u011finden ek bir i\u015flem yapmaz.  Kullan\u0131c\u0131 sonraki ad\u0131ma karar vermelidir. <\/span><\/span>
                                                                                <\/span><\/li>\n
                                                                              5. 2. derece analiz \u00e7al\u0131\u015ft\u0131rmadan bu kontrol\u00fc ge\u00e7mek i\u00e7in modelin belirtilen y\u00f6ndeki rijitli\u011finin art\u0131r\u0131lmas\u0131 gerekir.  Bu \u015fu \u015fekillerde sa\u011flanabilir: <\/span><\/span>
                                                                                <\/span><\/li>\n
                                                                                  \n
                                                                                1. Kolon ve perde boyutlar\u0131n\u0131 art\u0131rmak
                                                                                  <\/span><\/li>\n
                                                                                2. Kolon ve perde say\u0131s\u0131n\u0131 art\u0131rmak.  Bina \u00e7evresinde, b\u00fcy\u00fck eksen belirtilen zay\u0131f y\u00f6nle hizalanm\u0131\u015f perdeler en etkili \u00e7\u00f6z\u00fcmd\u00fcr.  Bu \u00e7evre perdeleri burulma rijitli\u011fini de art\u0131r\u0131r ve burulma d\u00fczensizli\u011fi kontrol\u00fcn\u00fc iyile\u015ftirir.
                                                                                  <\/span><\/li>\n
                                                                                3. Yukar\u0131dakilerin bir kombinasyonu. <\/span><\/li>\n<\/ol>\n<\/ol>\n<\/ol>\n
                                                                                  \n Analiz Sonras\u0131 Tasar\u0131m Kontrolleri<\/span><\/u><\/b>
                                                                                  \n <\/span>
                                                                                  <\/span>
                                                                                  \n <\/span><\/div>\n

                                                                                  \n <\/span><\/div>\n
                                                                                    \n

                                                                                    \n <\/span><\/div>\n
                                                                                  1. G\u00fc\u00e7l\u00fc Kolon \u2013 Zay\u0131f Kiri\u015f Kontrol\u00fc<\/span><\/b> :<\/span>  <\/span><\/span>Kullan\u0131c\u0131 karar verir <\/span><\/span> <\/span>
                                                                                    <\/span><\/li>\n

                                                                                    \n <\/span><\/div>\n<\/ol>\n

                                                                                    \n <\/span><\/div>\n
                                                                                      \n

                                                                                      \n <\/span><\/div>\n
                                                                                    1. D\u00fc\u011f\u00fcm Noktas\u0131 Kesme Kontrol\u00fcn\u00fc Ger\u00e7ekle\u015ftir<\/span><\/b> :<\/span>  <\/span><\/span>Kullan\u0131c\u0131 karar verir  <\/span><\/span>
                                                                                      <\/span><\/li>\n

                                                                                      \n <\/span><\/div>\n<\/ol>\n

                                                                                      \n <\/span><\/div>\n
                                                                                        \n

                                                                                        \n <\/span><\/div>\n
                                                                                      1. Minimum Eleman Boyutlar\u0131 Kontrol\u00fc<\/span><\/b> : Kullan\u0131c\u0131 karar verir<\/span><\/span>
                                                                                        <\/span><\/li>\n

                                                                                        \n <\/span><\/div>\n<\/ol>\n

                                                                                        \n <\/span><\/div>\n
                                                                                          \n

                                                                                          \n <\/span><\/div>\n
                                                                                        1. Bina Devrilme Kontrol\u00fc<\/span><\/b> : Kullan\u0131c\u0131 karar verir
                                                                                          <\/span><\/span><\/li>\n
                                                                                        2. Devrilme kontrol\u00fcne bodrum katlar\u0131 dahil et <\/b>:  Kullan\u0131c\u0131 karar verir. Not: "<\/span>Rijit Bodrum Kat Say\u0131s\u0131<\/b>"<\/span> ayar\u0131 Kat D\u00fczenle<\/a> men\u00fcs\u00fcnde yap\u0131l\u0131r. <\/span><\/span><\/span>
                                                                                          <\/span><\/li>\n

                                                                                          \n <\/span><\/div>\n<\/ol>\n

                                                                                          \n <\/span><\/div>\n

                                                                                          \n <\/span>Tepki Spektrumu Analizi<\/span><\/u><\/b>
                                                                                          \n
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                                                                                          1. K\u00fcm\u00fclatif Etkin K\u00fctle Kat\u0131l\u0131m\u0131 Kontrol\u00fc<\/span><\/b> : <\/span> Kullan\u0131c\u0131 karar verir<\/span><\/span><\/span>
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                                                                                            \n <\/span><\/div>\n<\/ol>\n

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                                                                                            1. RSA Sonu\u00e7lar\u0131n\u0131 E\u015fde\u011fer Statik Y\u00fck ile Kar\u015f\u0131la\u015ft\u0131r<\/span><\/b> : Kullan\u0131c\u0131 karar verir 
                                                                                              <\/span><\/span><\/li>\n
                                                                                            2. Kullan\u0131c\u0131 Tan\u0131ml\u0131 RSA \u00d6l\u00e7ek Fakt\u00f6r\u00fcn\u00fc Kullan<\/b> : Kullan\u0131c\u0131 karar verir <\/span><\/span>
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                                                                                              \n <\/span><\/div>\n<\/ol>\n

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                                                                                              1. RSA \u0130\u00e7in Sonu\u00e7 \u0130\u015fareti Y\u00f6ntemi<\/span><\/span> :  <\/span><\/b>"Dominant modun i\u015faretleri" veya "Mutlak De\u011fer" kullan\u0131n.  Bu makaleye bak\u0131n:<\/span> <\/span>Tepki Spektrumu Analizi i\u00e7in Sonu\u00e7 \u0130\u015fareti Y\u00f6ntemi<\/span><\/a><\/li>\n<\/ol>\n<\/div>\n<\/div>\n
                                                                                                \n
                                                                                                <\/p>\n
                                                                                                \"Uyar\u0131\"\n <\/div>\n
                                                                                                \n Yukar\u0131daki kontroller, UBC gibi di\u011fer deprem kodlar\u0131ndaki gereksinimleri de i\u00e7erir. Kontrol EC8’de belirtilmemi\u015fse veya EC8 ile ilgili de\u011filse, i\u015faretli olsa bile yap\u0131lmaz. T\u00fcm se\u00e7enekleri i\u015faretli b\u0131rakman\u0131z\u0131 \u00f6neririz.<\/span><\/div>\n

                                                                                                <\/span><\/div>\n

                                                                                                \n

                                                                                                \u00d6nemli Notlar \/ Kapsam \/ K\u0131s\u0131tlamalar:<\/span><\/span>
                                                                                                <\/span><\/h1>\n

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                                                                                                1. Deprem analizi sonu\u00e7lar\u0131 ve madde uyumlulu\u011fu i\u00e7in \u201cRaporlar\u201d sekmesindeki \u201c<\/span>Analiz Sonras\u0131 Kontrol Raporu<\/span><\/b>\u201dna bak\u0131n.<\/span><\/span>
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                                                                                                  1. Raporlar<\/b> sekmesinde, kontrol\u00fc ger\u00e7ekle\u015ftirmek ve raporu olu\u015fturmak i\u00e7in “G\u00fc\u00e7l\u00fc Kolon Kontrolleri<\/b>” ve “Birle\u015fim Kesme Kontrolleri<\/b>“ne t\u0131klay\u0131n.<\/span><\/span><\/li>\n

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                                                                                                    1. Elastik ve tasar\u0131m spektrumlar\u0131 otomatik olarak hesaplan\u0131r.<\/span><\/span>
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                                                                                                      1. E\u015fde\u011fer Statik Y\u00f6ntemin uygulanabilirli\u011fi otomatik olarak kontrol edilir.<\/span><\/span>
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                                                                                                        1. A\u015f\u0131r\u0131 dayan\u0131m (overstrength) fakt\u00f6rleri tasar\u0131m kuvvetlerine otomatik olarak uygulan\u0131r.<\/span><\/span>
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                                                                                                          1. Binada bodrum kat varsa, binay\u0131 analiz etmek i\u00e7in iki a\u015famal\u0131 bir yakla\u015f\u0131m kullan\u0131l\u0131r. Bodrum kat ve \u00fcst yap\u0131 farkl\u0131 y\u00fck durumlar\u0131nda ayr\u0131 ayr\u0131 analiz edilir ve sonu\u00e7lar tasar\u0131m i\u00e7in birle\u015ftirilir. Bunlar\u0131n t\u00fcm\u00fc otomatik olarak yap\u0131l\u0131r (kullan\u0131c\u0131 giri\u015fi gerekmez).<\/span>
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                                                                                                            1. \u00c7atlam\u0131\u015f ve \u00e7atlamam\u0131\u015f kesit analizi sonu\u00e7lar\u0131 (istenirse) ayn\u0131 tasar\u0131m kombinasyonunda birle\u015ftirilebilir.<\/span><\/span>
                                                                                                              <\/span><\/li>\n

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                                                                                                                \n <\/span><\/div>\n
                                                                                                              1. Model planda veya d\u00fc\u015fey do\u011frultuda d\u00fczensizse, davran\u0131\u015f fakt\u00f6r\u00fc Madde 4.2.3.1 (7)’ye uygun olarak otomatik olarak 0,8 ile \u00e7arp\u0131l\u0131r (%20 azalt\u0131l\u0131r).<\/span><\/li>\n
                                                                                                              2. Program, madde 4.4.2.2’ye uygun olarak ikinci derece etkilerin dikkate al\u0131nmas\u0131 gerekip gerekmedi\u011fini kontrol eder ve uyar\u0131r. Ancak program ba\u015fka bir i\u015flem yapmaz. \u0130lave i\u015fleme (\u00f6rne\u011fin p-delta analizi \u00e7al\u0131\u015ft\u0131rmaya) kullan\u0131c\u0131 karar verir.<\/span><\/li>\n
                                                                                                              3. Modal tepkileri birle\u015ftirmek i\u00e7in CQC (Complete Quadratic Combination) y\u00f6ntemi kullan\u0131l\u0131r. SRSS, CQC’nin \u00f6zel bir durumu oldu\u011fundan bu y\u00f6ntem SRSS’ye k\u0131yasla daha \u00fcst\u00fcn ve tercih edilir.<\/span><\/li>\n
                                                                                                              4. ProtaStructure \u00e7ekme kaymas\u0131n\u0131 otomatik olarak hesaplar ve e\u011filme momenti ile kesme <\/span><\/font>kuvveti zarf\u0131n\u0131 perde duvar tasar\u0131m\u0131nda, Eurocode 8 – 5.4.2.4<\/b>‘te belirtilen y\u00f6nteme g\u00f6re uygular. Ayr\u0131nt\u0131lar i\u00e7in bak\u0131n\u0131z: Eurocode 8 (Deprem kodu) – Perde Duvar Moment ve Kesme Tasar\u0131m Zarf\u0131<\/u><\/a><\/span><\/span><\/span><\/span><\/li>\n<\/ol>\n

                                                                                                                \n

                                                                                                                \n \"Bilgi\"Deprem y\u00fck\u00fc kombinasyonunun nas\u0131l olu\u015fturulaca\u011f\u0131 ve sonu\u00e7lar\u0131n nas\u0131l kontrol edilece\u011fi i\u00e7in l\u00fctfen \u015fu makaleyi okuyun<\/span> <\/span><\/span>Seismic Load – Basic Guide<\/span><\/a> <\/span> makalesi.<\/span><\/span><\/span><\/span><\/div>\n
                                                                                                                <\/div>\n<\/p>\n<\/div>\n<\/div>\n
                                                                                                                \n \n<\/div>\n
                                                                                                                <\/div>\n<\/div>\n
                                                                                                                <\/div>\n","protected":false},"excerpt":{"rendered":"

                                                                                                                ProtaStructure ile Eurocode 8 kapsam\u0131nda Malezya ve Singapur Ulusal Eklerine g\u00f6re deprem y\u00fcklerinin hesaplanmas\u0131 ve sismik parametrelerin tan\u0131mlanmas\u0131 anlat\u0131l\u0131r.<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"template":"","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[29,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1649","wiki","type-wiki","status-publish","hentry","category-pre-analysis","category-technical-manuals"],"yoast_head":"\nEurocode 8 Deprem Analizi | ProtaStructure K\u0131lavuzu<\/title>\n<meta name=\"description\" content=\"Eurocode 8 deprem analizi ile ProtaStructure'da Malezya ve Singapur Ulusal Eklerine g\u00f6re sismik parametreleri \u00f6\u011frenin; \u00f6n analiz ayarlar\u0131n\u0131 inceleyin.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eurocode-8-deprem-analizi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Eurocode 8'e G\u00f6re Deprem Analizi\" \/>\n<meta property=\"og:description\" content=\"Eurocode 8 deprem analizi ile ProtaStructure'da Malezya ve Singapur Ulusal Eklerine g\u00f6re sismik parametreleri \u00f6\u011frenin; 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