{"id":1650,"date":"2026-08-03T21:32:39","date_gmt":"2026-08-03T21:32:39","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/filipinler-nscp2015-deprem-analizi\/"},"modified":"2026-08-03T21:32:39","modified_gmt":"2026-08-03T21:32:39","slug":"filipinler-nscp2015-deprem-analizi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/filipinler-nscp2015-deprem-analizi\/","title":{"rendered":"Filipinler NSCP2015 Y\u00f6netmeli\u011fine G\u00f6re Deprem Analizi"},"content":{"rendered":"
\n

Prota<\/span><\/span><\/b>Structure, UBC97’nin bir uyarlamas\u0131 olan Filipinler (NSCP2015) deprem y\u00f6netmeli\u011fine g\u00f6re deprem y\u00fcklerini hesaplayabilir.<\/span><\/span>
<\/span><\/p>\n


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

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

    \n
  1. Ayarlar Merkezi<\/b>‘ne t\u0131klay\u0131n > Kod<\/a> b\u00f6l\u00fcm\u00fc g\u00f6r\u00fcnt\u00fclenir > Deprem Y\u00f6netmeli\u011fi  <\/b> se\u00e7imini yap\u0131n
    <\/span><\/span><\/li>\n
  2. Deprem Parametreleri ve ayarlar\u0131na eri\u015fmek i\u00e7in <\/span>Deprem Parametresi’ne <\/span><\/b>t\u0131klay\u0131n
    <\/span><\/li>\n<\/ol>\n
    \n \n <\/div>\n
    \n
    <\/span>\n <\/div>\n
    <\/p>\n
    \n <\/div>\n
    \n Daha fazla bilgi ve y\u00f6nlendirme i\u00e7in <\/span> i  <\/span><\/span><\/i><\/b>simgesine t\u0131klay\u0131n.<\/span>
    <\/span>
    \n <\/span><\/div>\n

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

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

    Parametreler<\/span><\/span>
    <\/span><\/h2>\n

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

    \n <\/span>A\u015fa\u011f\u0131da \u201c<\/span>Parametreler<\/span><\/b>\u201d sekmesindeki temel giri\u015flerin a\u00e7\u0131klamalar\u0131 yer almaktad\u0131r:<\/span><\/span>
    \n <\/span><\/div>\n

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

      \n <\/span><\/div>\n
    1. Spektrum A\u00e7\u0131s\u0131<\/span><\/span><\/b> : Uygulanan deprem kuvvetlerinin, yap\u0131n\u0131n plan g\u00f6r\u00fcn\u00fc\u015fteki 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 ve Deprem Kaynak Tipi<\/span><\/span><\/b> : Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir<\/span><\/span>
        <\/span><\/li>\n

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

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

          \n <\/span><\/div>\n
        1. Kayna\u011fa En Yak\u0131n Uzakl\u0131k <\/span><\/span><\/b>: De\u011feri girin ve \u201c<\/span><\/span>Enter<\/span><\/span><\/b>\u201d<\/span><\/span>
          <\/span><\/li>\n

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

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

            \n <\/span><\/div>\n
          1. Yak\u0131n Kaynak Fakt\u00f6rleri, Na & Nv<\/span><\/span><\/b> :<\/span>  <\/span><\/span>\u201cKayna\u011fa En Yak\u0131n Uzakl\u0131k\u201d de\u011ferine g\u00f6re otomatik olarak g\u00fcncellenir. Ayr\u0131nt\u0131l\u0131 bilgi ve referans i\u00e7in \u2018<\/span><\/span>i<\/span><\/span><\/b>\u2019 simgesine t\u0131klay\u0131n.<\/span><\/span>
            <\/span><\/li>\n

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

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

              \n <\/span><\/div>\n
            1. Kullan\u0131m Kategorisi<\/span><\/span><\/b> :<\/span>  <\/span><\/span>Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir.<\/span><\/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><\/span><\/b> y\u00f6netmelikten otomatik olarak al\u0131n\u0131r.<\/span><\/span>
                <\/span><\/li>\n

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

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

                  \n <\/span><\/div>\n
                1. Sistem Kategorisi<\/span><\/span><\/b> ve <\/span>Ta\u015f\u0131y\u0131c\u0131 Sistem Tipi<\/span><\/b> : Her bir 1(X) ve 2(Y) do\u011frultusu i\u00e7in kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir.<\/span><\/span>
                  <\/span><\/li>\n

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

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

                    \n <\/span><\/div>\n
                  1. Davran\u0131\u015f Katsay\u0131s\u0131 (R)<\/span><\/span><\/b> ve <\/span>Dayan\u0131m Fazlal\u0131\u011f\u0131 Katsay\u0131s\u0131 (\u03a9<\/span>0<\/span><\/sub>)<\/span><\/b> deprem y\u00f6netmeli\u011findeki tablolardan otomatik olarak al\u0131n\u0131r.<\/span><\/span>
                    <\/span><\/li>\n

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

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

                      \n <\/span><\/div>\n
                    1. Zemin Tipi (Zemin Parametreleri)<\/span><\/span><\/b> : Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir ve di\u011fer t\u00fcm alanlar <\/span>Ca<\/span><\/b>, <\/span>Cv<\/span><\/b>, <\/span>To<\/span><\/b> ve <\/span>Ta<\/span><\/b> g\u00fcncellenir. <\/span><\/span>
                      <\/span><\/li>\n

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

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

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

                      <\/p>\n


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

                      \n Se\u00e7ilen bir <\/span>Ta\u015f\u0131y\u0131c\u0131 Sistem Tipi <\/span><\/b>belirtilen bir <\/span>Deprem B\u00f6lgesi<\/span><\/b> ve <\/span>Bina Y\u00fcksekli\u011fi<\/span><\/b> i\u00e7in uygun de\u011filse, ilgili bir uyar\u0131 mesaj\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/span>\n <\/div>\n

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

                      \n

                      Analiz
                      <\/span><\/h2>\n

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

                      \n <\/span>A\u015fa\u011f\u0131da \u201c<\/span>Analiz<\/span><\/b>\u201d sekmesindeki temel giri\u015flerin a\u00e7\u0131klamalar\u0131 yer almaktad\u0131r:<\/span><\/span>
                      \n <\/span><\/div>\n

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

                        \n <\/span><\/div>\n
                      1. Rastgele D\u0131\u015fmerkezli\u011fi Uygula (%5)<\/span><\/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><\/span><\/b> : Bina tipine g\u00f6re kullan\u0131c\u0131 taraf\u0131ndan girilir. Genellikle betonarme yap\u0131larda 0.05 (%5), \u00e7elik yap\u0131larda 0.02 (%2) kullan\u0131l\u0131r. <\/span><\/span>
                          <\/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> :  Kullan\u0131c\u0131 taraf\u0131ndan girilir (\u00f6nerilen de\u011fer = 15<\/b>)<\/span><\/li>\n
                          2. D\u00fc\u015fey Mod Say\u0131s\u0131 <\/span><\/b> :  Kullan\u0131c\u0131 taraf\u0131ndan girilir (\u00f6nerilen de\u011fer = 15<\/b>)<\/span><\/li>\n
                          3. E\u015fde\u011fer statik analizde kullan\u0131c\u0131 tan\u0131ml\u0131 periyotlar\u0131 kullan <\/b>: Uygulamak i\u00e7in i\u015faretleyin ve X ve Y do\u011frultusundaki periyodu girin<\/font><\/li>\n

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

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

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

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

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

                            <\/p>\n


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

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

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


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

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

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

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

                              \n <\/span><\/div>\n
                            1. Yap\u0131sal Kullan\u0131m veya T\u00fcr<\/span><\/span><\/b> :<\/span>  <\/span><\/span><\/span>Raporlarda g\u00f6r\u00fcnen statik bir aland\u0131r. Kullan\u0131c\u0131 buraya istedi\u011fini yazabilir.<\/span><\/li>\n<\/ol>\n

                              Yap\u0131sal D\u00fczensizlikler
                              <\/span><\/h2>\n

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

                              \n <\/span>A\u015fa\u011f\u0131da \u201c<\/span>Yap\u0131sal D\u00fczensizlikler<\/span><\/b>\u201d sekmesindeki d\u00fczensizlik kontrolleri listelenmi\u015ftir:<\/span><\/span>
                              \n <\/span><\/div>\n

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

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


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

                                \n <\/span><\/div>\n
                              1. Burulma D\u00fczensizli\u011fi<\/span><\/span><\/b> : Otomatik olarak tespit edilir <\/span><\/span>
                                <\/span><\/li>\n

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

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

                                  \n <\/span><\/div>\n
                                1. Diyafram S\u00fcreklili\u011finin Kayb\u0131<\/span><\/span><\/b> : Var olup olmad\u0131\u011f\u0131 kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilir ve kontrol edilir<\/span><\/span>
                                  <\/span><\/li>\n

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

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

                                    \n <\/span><\/div>\n
                                  1. \u0130\u00e7b\u00fckey K\u00f6\u015felerin Varl\u0131\u011f\u0131 <\/span><\/span><\/b>: Var olup olmad\u0131\u011f\u0131 kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilir ve kontrol edilir<\/span><\/span><\/li>\n<\/ol>\n
                                    \n
                                    \n \"Fikir\"Diyafram s\u00fcreklili\u011fi kayb\u0131 olan binalar\u0131 modellemek i\u00e7in esnek diyafram se\u00e7ene\u011fiyle d\u00f6\u015feme a\u011f olu\u015fturma (meshing) kullan\u0131labilir. Ayr\u0131nt\u0131 i\u00e7in bkz.: <\/span><\/span>D\u00f6\u015feme Modeli<\/a><\/span><\/div>\n<\/div>\n

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

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

                                      D\u00fc\u015feyde D\u00fczensizlikler<\/span><\/span><\/u><\/b>
                                      <\/span><\/p>\n


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

                                        \n <\/span><\/div>\n
                                      1. Yanal Dayan\u0131m S\u00fcreklili\u011finin Kayb\u0131 \u2013 Zay\u0131f Kat<\/span><\/span><\/b> : Otomatik Olarak Tespit Edilir<\/span><\/span>
                                        <\/span><\/li>\n

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

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

                                          \n <\/span><\/div>\n
                                        1. Rijitlik D\u00fczensizli\u011fi<\/span><\/span><\/b> : Otomatik Olarak Tespit Edilir<\/span><\/span>
                                          <\/span><\/li>\n

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

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

                                            \n <\/span><\/div>\n
                                          1. D\u00fczensiz K\u00fctle Da\u011f\u0131l\u0131m\u0131<\/span><\/span><\/b> : Otomatik Olarak Tespit Edilir<\/span><\/span>
                                            <\/span><\/li>\n

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

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

                                              \n <\/span><\/div>\n
                                            1. D\u00fc\u015fey Y\u00fck Ta\u015f\u0131y\u0131c\u0131 Elemanlar\u0131n S\u00fcreklili\u011finin Kayb\u0131<\/span><\/span><\/b> : Var olup olmad\u0131\u011f\u0131 kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilir ve kontrol edilir<\/span><\/span>
                                              <\/span><\/li>\n

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

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

                                                \n <\/span><\/div>\n
                                              1. \u00c7ekmeli Bina<\/span><\/span><\/b> : Var olup olmad\u0131\u011f\u0131 kullan\u0131c\u0131 taraf\u0131ndan de\u011ferlendirilir ve kontrol edilir<\/span><\/span>
                                                <\/span><\/li>\n

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

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

                                                  \n <\/span><\/div>\n
                                                1. Yanal Kuvvet Ta\u015f\u0131y\u0131c\u0131 Elemanda D\u00fczlem \u0130\u00e7i S\u00fcreksizlik<\/span><\/span><\/b> : Otomatik Olarak Tespit Edilir<\/span><\/span>
                                                  <\/span><\/li>\n

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

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

                                                  Ayarlar
                                                  <\/span><\/h2>\n

                                                  \n<\/span><\/div>\n<\/div>\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 <\/span>Analiz Sonras\u0131 Kontroller
                                                  <\/span><\/u><\/b><\/div>\n
                                                    \n
                                                  1. G\u00f6reli Kat \u00d6telemesi Kontrol\u00fc :<\/span><\/span><\/b>  <\/span><\/span>Cl. 208.6.5 kontrol\u00fcn\u00fc ger\u00e7ekle\u015ftirmek i\u00e7in i\u015faretleyin.<\/span>  <\/span><\/span>Varsay\u0131lan \u00f6teleme s\u0131n\u0131r\u0131 bir sonraki girdide g\u00f6sterilir
                                                    <\/span><\/span><\/li>\n
                                                  2. Kullan\u0131c\u0131 tan\u0131ml\u0131 g\u00f6reli kat \u00f6telemesi s\u0131n\u0131r oran\u0131n\u0131 kullan<\/span><\/b> : Varsay\u0131lan oran\u0131 manuel olarak de\u011fi\u015ftirmek i\u00e7in i\u015faretleyin
                                                    <\/span><\/li>\n
                                                  3. Bina Y\u00fcksekli\u011fi Kontrol\u00fc<\/span><\/span><\/b> :<\/span>  <\/span><\/span>Cl. 208.4.7 kontrol\u00fcn\u00fc ger\u00e7ekle\u015ftirmek i\u00e7in i\u015faretleyin <\/span><\/span>
                                                    <\/span><\/li>\n
                                                  4. Perde-\u00c7er\u00e7eve Etkile\u015fimi Kontrol\u00fc<\/span><\/span><\/b> : Karar kullan\u0131c\u0131ya aittir<\/span><\/span>
                                                    <\/span><\/li>\n
                                                  5. \u0130kinci Mertebe Etkisi Kontrol\u00fc<\/span><\/span><\/b> : Bu etkiyi y\u00f6netmeli\u011fe dayal\u0131 narinlik y\u00f6ntemiyle dikkate almak i\u00e7in i\u015faretleyin<\/span><\/span><\/li>\n
                                                  6. Dayan\u0131m D\u00fczensizli\u011fi (Zay\u0131f Kat) Kontrol\u00fc<\/b> : <\/span>Karar kullan\u0131c\u0131ya aittir
                                                    <\/span><\/li>\n
                                                  7. Rijitlik D\u00fczensizli\u011fi (Yumu\u015fak Kat<\/b>) : Karar kullan\u0131c\u0131ya aittir<\/span><\/li>\n<\/ol>\n

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

                                                    \n <\/span>Analiz Sonras\u0131 Tasar\u0131m Kontrolleri<\/span><\/u><\/b>
                                                    \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><\/span><\/b> :<\/span>  <\/span><\/span>Karar kullan\u0131c\u0131ya aittir. Bu kontrol yap\u0131lmadan \u00f6nce kolon ve kiri\u015flerin tasarlanm\u0131\u015f olmas\u0131 gerekir. <\/span><\/span>
                                                      <\/span><\/li>\n

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

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

                                                        \n <\/span><\/div>\n
                                                      1. Birle\u015fim B\u00f6lgesi Kesme Kontrol\u00fc<\/span><\/span><\/b> :<\/span>  <\/span><\/span>Karar kullan\u0131c\u0131ya aittir.<\/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><\/span><\/b> : Karar kullan\u0131c\u0131ya aittir<\/span><\/span>
                                                          <\/span><\/li>\n

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

                                                          \n <\/span><\/div>\n
                                                        2. Bina Devrilme Kontrol\u00fc<\/span><\/b> : Kullan\u0131c\u0131 taraf\u0131ndan belirlenir
                                                          <\/span><\/span><\/li>\n
                                                        3. Devrilme kontrol\u00fcne bodrum kat\u0131 dahil et<\/b> – Kullan\u0131c\u0131 taraf\u0131ndan belirlenir<\/span><\/span><\/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 <\/span><\/div>\n

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

                                                            \n <\/span><\/div>\n
                                                          1. K\u00fcm\u00fclatif Etkin K\u00fctle Kat\u0131l\u0131m\u0131n\u0131 Kontrol Et<\/span><\/span><\/b> : <\/span> <\/span><\/span>Cl 208.5.3.5.2 kontrol\u00fc 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. RSA Sonu\u00e7lar\u0131n\u0131 E\u015fde\u011fer Statik Y\u00fck ile Kar\u015f\u0131la\u015ft\u0131r<\/span><\/span><\/b> : Cl 208.5.3.5.4’\u00fc dikkate almak i\u00e7in i\u015faretleyin<\/span><\/span><\/li>\n
                                                            2. Kullan\u0131c\u0131 Tan\u0131ml\u0131 RSA \u00d6l\u00e7ek Fakt\u00f6r\u00fc Kullan<\/b> : Uygulamak ve fakt\u00f6rleri girmek i\u00e7in i\u015faretleyin<\/span><\/li>\n

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                                                              1. RSA i\u00e7in Sonu\u00e7 \u0130\u015faret Y\u00f6ntemi :  <\/span><\/b>"Bask\u0131n mod i\u015faretleri" veya "Mutlak De\u011fer" kullan\u0131n.  Bu makaleye bak\u0131n <\/span>: <\/span>Tepki Spektrumu Analizi i\u00e7in Sonu\u00e7 \u0130\u015faret Y\u00f6ntemi<\/span><\/a> <\/span><\/span><\/li>\n<\/ol>\n

                                                                \u00d6nemli Notlar \/ Kapsam \/ S\u0131n\u0131rlamalar : <\/span><\/span>
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                                                                1. Deprem analizi sonu\u00e7lar\u0131 ve madde uyumlulu\u011fu i\u00e7in "Raporlar" sekmesindeki "<\/span>Analiz Sonras\u0131 Kontroller Raporu<\/span><\/b>"na bak\u0131n.<\/span><\/span>
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                                                                  1. "G\u00fc\u00e7l\u00fc Kolon – Zay\u0131f Kiri\u015f" kontrol\u00fc gibi belirli deprem tasar\u0131m kontrolleri i\u00e7in "Raporlar" sekmesindeki "<\/span>Analiz Sonras\u0131 Tasar\u0131m Kontrolleri Raporu<\/span><\/b>"na bak\u0131n. <\/span><\/span>
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                                                                    1. Elastik ve tasar\u0131m spektrumlar\u0131 otomatik olarak hesaplan\u0131r.<\/span><\/span>
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                                                                      1. Maksimum titre\u015fim periyodu kontrol\u00fc otomatik olarak yap\u0131l\u0131r (Cl 208.5.2.2).
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                                                                        1. E\u015fde\u011fer Statik Y\u00f6ntemin uygulanabilirli\u011fi otomatik olarak kontrol edilir.<\/span><\/span>
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                                                                          1. RSA sonu\u00e7lar\u0131, Cl 208.5.3.5.4 uyar\u0131nca E\u015fde\u011fer Statik Y\u00fck ile otomatik olarak kar\u015f\u0131la\u015ft\u0131r\u0131l\u0131r <\/span>(se\u00e7enek <\/span>Ayarlar<\/span><\/b> sekmesinde i\u015faretlenmi\u015fse).<\/span><\/span> Gerekirse \u00f6l\u00e7ekleme fakt\u00f6r\u00fc otomatik olarak uygulan\u0131r.
                                                                            <\/span><\/li>\n

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                                                                          2. 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 ve \u00fcstyap\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>
                                                                              <\/span><\/span><\/li>\n

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                                                                              1. \u00c7atlam\u0131\u015f ve \u00e7atlamam\u0131\u015f kesit analizi sonu\u00e7lar\u0131 ayn\u0131 tasar\u0131m kombinasyonunda birle\u015ftirilebilir.<\/span><\/span>
                                                                                <\/span><\/li>\n

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

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                                                                                1. "Birle\u015fim Kesme Kontrol\u00fc" i\u00e7in etriyeler dikkate al\u0131nmaz.<\/span><\/span>
                                                                                  <\/span><\/li>\n

                                                                                  \n <\/span><\/div>\n
                                                                                2. Modal tepkileri birle\u015ftirmek i\u00e7in CQC (Tam Kuadratik Kombinasyon) 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

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                                                                                  <\/p>\n

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

                                                                                  \n 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> Deprem Y\u00fck\u00fc – Temel K\u0131lavuz<\/span><\/a> <\/span> .<\/span>\n <\/div>\n

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                                                                                  \n \n <\/div>\n<\/div>\n<\/div>\n
                                                                                  \n \n<\/div>\n","protected":false},"excerpt":{"rendered":"

                                                                                  ProtaStructure’da NSCP2015 deprem y\u00f6netmeli\u011fine g\u00f6re deprem analizi i\u00e7in Pre-analysis sekmesindeki parametre ve analiz ayarlar\u0131n\u0131n a\u00e7\u0131klamas\u0131.<\/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-1650","wiki","type-wiki","status-publish","hentry","category-pre-analysis","category-technical-manuals"],"yoast_head":"\nNSCP2015 Deprem Analizi Nas\u0131l Yap\u0131l\u0131r? | ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da NSCP2015 deprem analizi nas\u0131l yap\u0131l\u0131r? 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