{"id":1652,"date":"2026-08-03T21:32:41","date_gmt":"2026-08-03T21:32:41","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/endonezya-sni-1726-2019-deprem-analizi\/"},"modified":"2026-08-03T21:32:41","modified_gmt":"2026-08-03T21:32:41","slug":"endonezya-sni-1726-2019-deprem-analizi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/endonezya-sni-1726-2019-deprem-analizi\/","title":{"rendered":"Endonezya SNI 1726:2019 Deprem Analizi"},"content":{"rendered":"
\n Prota<\/span><\/span><\/b>Structure art\u0131k ASCE07’nin bir uyarlamas\u0131 olan Endonezya (SNI 1726:2019) deprem y\u00f6netmeli\u011fine g\u00f6re deprem y\u00fcklerini hesaplayabilir.<\/span>
<\/span><\/div>\n
<\/p>\n

Bina Analizi<\/b> diyalo\u011funa gidin > Analiz \u00d6ncesi <\/b>sekmesi : 
<\/span><\/span><\/p>\n

    \n
  1. Ayarlar Merkezi <\/b>‘ne t\u0131klay\u0131n > Y\u00f6netmelik<\/a> b\u00f6l\u00fcm\u00fc g\u00f6r\u00fcnt\u00fclenir > Deprem Y\u00f6netmeli\u011fi  <\/b> ‘ni se\u00e7in
    <\/span><\/span><\/li>\n
  2. Deprem Parametreleri ve Ayarlar\u0131’na eri\u015fmek i\u00e7in <\/span>Deprem Parametresi <\/span><\/b>‘ne t\u0131klay\u0131n<\/span><\/li>\n<\/ol>\n

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

    \n \n<\/div>\n
    \n \n<\/div>\n
    \n
    \n \"Bilgi\"<\/p>\n
    \n Parametre hakk\u0131nda daha fazla bilgi ve y\u00f6nlendirme i\u00e7in <\/span> i  <\/span><\/span><\/i><\/b>simgesine t\u0131klay\u0131n. 
    <\/span><\/div>\n


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

    Bu makaleyi de mutlaka okuyun<\/span> <\/span>Deprem Y\u00fck\u00fc – Temel K\u0131lavuz<\/span><\/a>. <\/span> <\/span>\n <\/div>\n

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

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


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


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

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


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


      \n <\/span><\/p>\n
    1. Spektrum A\u00e7\u0131s\u0131<\/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.  \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><\/li>\n


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


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


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

        \n <\/span><\/p>\n
      1. Zemin S\u0131n\u0131f\u0131<\/span><\/b> : Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir. Referans: Madde 5.3, Tablo 3
        <\/span><\/li>\n


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


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


          \n <\/span><\/p>\n
        1. Spektral \u0130vmeler ve Zemin Katsay\u0131lar\u0131 <\/span><\/b>:  Y\u00f6netmelik tablolar\u0131ndan otomatik olarak al\u0131n\u0131r. Referans: Madde 6.2.
          <\/span><\/li>\n


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


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


            \n <\/span><\/p>\n
          1. Risk Kategorisi <\/span><\/b>: Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir. \u00d6nem Katsay\u0131s\u0131 ve Deprem Tasar\u0131m Kategorisi otomatik olarak belirlenir. 
            <\/span><\/li>\n


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


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


              \n <\/span><\/p>\n
            1. \u00d6nem Katsay\u0131s\u0131<\/span><\/b> : Y\u00f6netmelikten otomatik olarak al\u0131n\u0131r.
              <\/span><\/li>\n


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


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


                \n <\/span><\/p>\n
              1. Deprem Tasar\u0131m Kategorisi<\/span><\/b> : Y\u00f6netmelikten otomatik olarak al\u0131n\u0131r. 
                <\/span><\/li>\n


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


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


                  \n <\/span><\/p>\n
                1. Bina Y\u00fcksekli\u011fi<\/span><\/b> :  Kat D\u00fczenle<\/a> men\u00fcs\u00fcne g\u00f6re otomatik olarak belirlenir.
                  <\/span><\/li>\n


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


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


                    \n <\/span><\/p>\n
                  1. Sistem Kategorisi<\/span><\/b> ve <\/span><\/span>Yap\u0131sal Sistem Tipi<\/span><\/b> : Her bir Y\u00f6n 1(X) ve 2(Y) i\u00e7in kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir.<\/span><\/span>
                    <\/span><\/li>\n


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


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


                      \n <\/span><\/p>\n
                    1. Davran\u0131\u015f Katsay\u0131s\u0131 (R),<\/span><\/b> <\/span>A\u015f\u0131r\u0131 Dayan\u0131m Katsay\u0131s\u0131 (\u03a9<\/span>0<\/span><\/sub><\/b>) <\/b> ve <\/span>Yerde\u011fi\u015ftirme \u00d6l\u00e7ek Katsay\u0131s\u0131 <\/span><\/b>(<\/span>Cd<\/span><\/b>)  y\u00f6netmelik tablosundan otomatik olarak al\u0131n\u0131r. Referans: Madde 7.2.2
                      <\/span><\/li>\n


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


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


                        \n <\/span><\/p>\n
                      1. Art\u0131kl\u0131k Katsay\u0131lar\u0131 (<\/span><\/b>\u03c1<\/span><\/b><\/span>)<\/span><\/span> : Kullan\u0131c\u0131 taraf\u0131ndan belirlenir ve girilir. 
                        <\/span><\/li>\n
                      2. Kullan\u0131lacak Spektrum<\/b> (sa\u011f altta) : Kullan\u0131c\u0131 taraf\u0131ndan se\u00e7ilir<\/span><\/li>\n<\/ol>\n
                        \n \"Bilgi\"<\/p>\n
                        \n Se\u00e7ilen bir <\/span>Yap\u0131sal Sistem Tipi <\/span><\/b>belirtilen <\/span>Deprem B\u00f6lgesi<\/span><\/b> ve <\/span>Bina Y\u00fcksekli\u011fi<\/span><\/b>i\u00e7in uygun de\u011filse, gerekli bir uyar\u0131 mesaj\u0131 g\u00f6r\u00fcnt\u00fclenir.<\/span>\n <\/div>\n

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

                        \n

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


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


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


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


                          \n <\/span><\/p>\n
                        1. \u0130lave D\u0131\u015fmerkezli\u011fi Uygula (%5)<\/span><\/b> :  Uygulamak i\u00e7in i\u015faretleyin<\/span><\/li>\n
                        2. S\u00f6n\u00fcm Oran\u0131<\/span><\/b> : Bina tipine g\u00f6re kullan\u0131c\u0131 taraf\u0131ndan girilir<\/span><\/li>\n
                        3. Yatay Mod Say\u0131s\u0131 <\/span><\/b> :  Kullan\u0131c\u0131 taraf\u0131ndan girilir (\u00f6nerilen de\u011fer = 15<\/b>)<\/span><\/li>\n
                        4. D\u00fc\u015fey Mod Say\u0131s\u0131 <\/span><\/b> :  Kullan\u0131c\u0131 taraf\u0131ndan girilir (\u00f6nerilen de\u011fer = 15<\/b>)<\/span><\/li>\n
                        5. E\u015fde\u011fer statik analizde kullan\u0131c\u0131 tan\u0131ml\u0131 periyotlar\u0131 kullan <\/b>: Uygulamak i\u00e7in i\u015faretleyin ve X ve Y y\u00f6n\u00fcnde Periyot girin<\/font><\/li>\n<\/ol>\n
                          \n
                          \n \"Notlar\"<\/p>\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 <\/div>\n

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

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


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


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

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


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


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


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

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


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


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


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


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


                                \n <\/span><\/p>\n
                              1. A\u015f\u0131r\u0131 Burulma D\u00fczensizli\u011fi<\/span><\/b> : Otomatik olarak tespit edilir
                                <\/span><\/li>\n


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


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


                                  \n <\/span><\/p>\n
                                1. Diyafram S\u00fcreksizli\u011fi<\/span><\/b> : Kullan\u0131c\u0131 de\u011ferlendirip mevcut olup olmad\u0131\u011f\u0131n\u0131 kontrol etmelidir<\/span><\/span>
                                  <\/span><\/li>\n


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


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


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

                                  \n <\/span>\"Fikir\"<\/p>\n
                                  \n Diyafram s\u00fcreksizli\u011fi bulunan binalar\u0131 modellemek i\u00e7in esnek diyafram se\u00e7enekli d\u00f6\u015feme a\u011f\u0131 kullan\u0131labilir. Bak\u0131n\u0131z:<\/span> D\u00f6\u015feme Modeli<\/a>\n <\/div>\n

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

                                    \n
                                  1. \u0130\u00e7b\u00fckey K\u00f6\u015felerin Varl\u0131\u011f\u0131 <\/span><\/b>: Kullan\u0131c\u0131 de\u011ferlendirip mevcut olup olmad\u0131\u011f\u0131n\u0131 kontrol etmelidir
                                    <\/span><\/li>\n


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


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


                                      \n <\/span><\/p>\n
                                    1. Yap\u0131sal Elemanlar\u0131n Paralel Olmayan Eksenleri <\/span><\/b>:  Kullan\u0131c\u0131 de\u011ferlendirip mevcut olup olmad\u0131\u011f\u0131n\u0131 kontrol etmelidir
                                      <\/span><\/li>\n


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


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

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


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


                                        \n <\/span><\/p>\n
                                      1. Yanal Dayan\u0131m S\u00fcreksizli\u011fi \u2013 Zay\u0131f Kat<\/span><\/b> : Otomatik olarak tespit edilir
                                        <\/span><\/li>\n


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


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


                                          \n <\/span><\/p>\n
                                        1. A\u015f\u0131r\u0131 Yanal Dayan\u0131m S\u00fcreksizli\u011fi <\/span><\/b>: Otomatik olarak tespit edilir
                                          <\/span><\/li>\n


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


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


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


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


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


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


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


                                                \n <\/span><\/p>\n
                                              1. D\u00fczensiz A\u011f\u0131rl\u0131k (K\u00fctle) Da\u011f\u0131l\u0131m\u0131<\/span><\/b> : Otomatik olarak tespit edilir
                                                <\/span><\/li>\n


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


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


                                                  \n <\/span><\/p>\n
                                                1. S\u00fcreksiz D\u00fc\u015fey Y\u00fck Ta\u015f\u0131y\u0131c\u0131 Elemanlar<\/span><\/b> : Kullan\u0131c\u0131 de\u011ferlendirip mevcut olup olmad\u0131\u011f\u0131n\u0131 kontrol etmelidir<\/span><\/li>\n<\/ol>\n

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


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


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


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

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


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


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


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


                                                    \n <\/span><\/p>\n
                                                  1. Katlar Aras\u0131 G\u00f6reli \u00d6telemeyi Kontrol Et :<\/span><\/b>  Kontrol\u00fc ger\u00e7ekle\u015ftirmek i\u00e7in i\u015faretleyin.  Varsay\u0131lan \u00f6teleme s\u0131n\u0131r\u0131 bir sonraki girdide g\u00f6sterilir
                                                    <\/span><\/li>\n


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


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


                                                      \n <\/span><\/p>\n
                                                    1. Kullan\u0131c\u0131 tan\u0131ml\u0131 katlar aras\u0131 \u00f6teleme 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


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


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


                                                        \n <\/span><\/p>\n
                                                      1. Bina Y\u00fcksekli\u011fini Kontrol Et<\/span><\/b> :  Kontrol\u00fc ger\u00e7ekle\u015ftirmek i\u00e7in i\u015faretleyin.
                                                        <\/span><\/li>\n


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


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


                                                          \n <\/span><\/p>\n
                                                        1. Perde-\u00c7er\u00e7eve Etkile\u015fimini Kontrol Et<\/span><\/b> : Kullan\u0131c\u0131 karar verir
                                                          <\/span><\/li>\n


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


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


                                                            \n <\/span><\/p>\n
                                                          1. \u0130kinci Mertebe Etkisini Kontrol Et<\/span><\/b> : Bu etkiyi y\u00f6netmelik esasl\u0131 narinlik y\u00f6ntemini kullanarak dikkate almak i\u00e7in i\u015faretleyin<\/span><\/li>\n
                                                          2. Dayan\u0131m D\u00fczensizli\u011fini Kontrol Et (Zay\u0131f Kat)<\/b> : <\/span>Kullan\u0131c\u0131 karar verir<\/span><\/li>\n
                                                          3. Rijitlik D\u00fczensizli\u011fini Kontrol Et (Yumu\u015fak Kat<\/b>) : Kullan\u0131c\u0131 karar verir<\/span><\/li>\n


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


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


                                                            \n <\/span>Analiz Sonras\u0131 Tasar\u0131m Kontrolleri<\/span><\/u><\/b>
                                                            \n <\/span><\/div>\n


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


                                                              \n <\/span><\/p>\n
                                                            1. G\u00fc\u00e7l\u00fc Kolon \u2013 Zay\u0131f Kiri\u015fi Kontrol Et<\/span><\/b> :  Kullan\u0131c\u0131 karar verir. Bu kontrol yap\u0131lmadan \u00f6nce kolonlar ve kiri\u015fler tasarlanm\u0131\u015f olmal\u0131d\u0131r.
                                                              <\/span><\/li>\n


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


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


                                                                \n <\/span><\/p>\n
                                                              1. Birle\u015fim B\u00f6lgesi Kesme Kontrol\u00fcn\u00fc Yap<\/span><\/b> :  Kullan\u0131c\u0131 karar verir.
                                                                <\/span><\/li>\n


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


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


                                                                  \n <\/span><\/p>\n
                                                                1. Minimum Eleman Boyutlar\u0131n\u0131 Kontrol Et<\/span><\/b> : Kullan\u0131c\u0131 karar verir
                                                                  <\/span><\/li>\n


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


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


                                                                    \n <\/span><\/p>\n
                                                                  1. Bina Devrilmesini Kontrol Et<\/span><\/b> : Kullan\u0131c\u0131 karar verir<\/span><\/li>\n
                                                                  2. Devrilme Kontrol\u00fcnde Bodrum Kat\u0131n\u0131 Dahil Et<\/b> – Kullan\u0131c\u0131 karar verir<\/span><\/span><\/span><\/span><\/li>\n<\/ol>\n
                                                                    \n Tepki Spektrumu Analizi<\/span><\/u><\/b>
                                                                    \n <\/span><\/div>\n


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


                                                                      \n <\/span><\/p>\n
                                                                    1. K\u00fcm\u00fclatif Etkin K\u00fctle Kat\u0131l\u0131m\u0131n\u0131 Kontrol Et<\/span><\/b> :  Kontrol etmek i\u00e7in i\u015faretleyin.
                                                                      <\/span><\/li>\n


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


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


                                                                        \n <\/span><\/p>\n
                                                                      1. RSA Sonu\u00e7lar\u0131n\u0131 E\u015fde\u011fer Statik Y\u00fck ile Kar\u015f\u0131la\u015ft\u0131r<\/span><\/b> : Dikkate almak i\u00e7in i\u015faretleyin.<\/span><\/li>\n
                                                                      2. Kullan\u0131c\u0131 Tan\u0131ml\u0131 RSA \u00d6l\u00e7ek Fakt\u00f6r\u00fcn\u00fc Kulla<\/b>n<\/b> : Uygulamak i\u00e7in i\u015faretleyin ve fakt\u00f6r\u00fc girin<\/span><\/li>\n


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


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


                                                                          \n <\/span><\/p>\n
                                                                        1. RSA i\u00e7in Sonu\u00e7 \u0130\u015fareti Y\u00f6ntemi :  <\/span><\/b>"Bask\u0131n Mod \u0130\u015faretleri" veya "Mutlak De\u011fer" kullan\u0131n.  Bu makaleye bak\u0131n <\/span>: Tepki Spektrumu Analizi i\u00e7in Sonu\u00e7 \u0130\u015fareti Y\u00f6ntemi<\/span><\/a><\/li>\n<\/ol>\n

                                                                          \u00d6nemli Notlar \/ Kapsam \/ K\u0131s\u0131tlamalar<\/span>
                                                                          <\/span><\/h2>\n


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


                                                                            \n <\/span><\/p>\n
                                                                          1. Deprem analizi sonu\u00e7lar\u0131 ve madde uyumlulu\u011fu i\u00e7in \u201c<\/span>Analiz Sonras\u0131 Kontrol Raporu<\/span><\/b>\u201dna \u201cRaporlar\u201d sekmesinden bak\u0131n.<\/span>
                                                                            <\/span><\/li>\n


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


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


                                                                              \n <\/span><\/p>\n
                                                                            1. Kontrol\u00fc yapmak ve raporu olu\u015fturmak i\u00e7in Raporlar<\/b> sekmesinde "G\u00fc\u00e7l\u00fc Kolon Kontrolleri<\/b>" ve "Birle\u015fim B\u00f6lgesi Kesme Kontrolleri<\/b>"ne t\u0131klay\u0131n. 
                                                                              <\/span><\/span><\/li>\n
                                                                            2. \u201cBirle\u015fim B\u00f6lgesi Kesme Kontrol\u00fc\u201dnde etriyeler dikkate al\u0131nmaz.<\/span><\/li>\n


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


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                                                                                \n <\/span><\/p>\n
                                                                              1. Elastik ve tasar\u0131m spektrumlar\u0131 otomatik olarak hesaplan\u0131r.<\/span>
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                                                                                \n <\/span><\/ol>\n


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


                                                                                  \n <\/span><\/p>\n
                                                                                1. Maksimum titre\u015fim periyodu kontrol\u00fc otomatik olarak yap\u0131l\u0131r.<\/span>
                                                                                  <\/span><\/li>\n


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


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


                                                                                    \n <\/span><\/p>\n
                                                                                  1. E\u015fde\u011fer Statik Y\u00f6ntemin uygulanabilirli\u011fi otomatik olarak kontrol edilir.<\/span>
                                                                                    <\/span><\/li>\n


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


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


                                                                                      \n <\/span><\/p>\n
                                                                                    1. RSA sonu\u00e7lar\u0131, E\u015fde\u011fer Statik Y\u00fck ile otomatik olarak kar\u015f\u0131la\u015ft\u0131r\u0131l\u0131r  ( <\/span>Ayarlar<\/span><\/b> sekmesinde se\u00e7enek i\u015faretliyse).  Gerekirse bir \u00f6l\u00e7ek fakt\u00f6r\u00fc otomatik olarak uygulan\u0131r.<\/span>
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                                                                                      \n <\/span><\/ol>\n


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


                                                                                        \n <\/span><\/p>\n
                                                                                      1. Dayan\u0131m fazlal\u0131\u011f\u0131 katsay\u0131lar\u0131 tasar\u0131m kuvvetlerine otomatik olarak uygulan\u0131r.<\/span>
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                                                                                        \n <\/span><\/ol>\n


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


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


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


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


                                                                                            \n <\/span><\/p>\n
                                                                                          1. \u00c7atlam\u0131\u015f ve \u00e7atlamam\u0131\u015f kesit analizi sonu\u00e7lar\u0131 ayn\u0131 tasar\u0131m kombinasyonunda birle\u015ftirilebilir.<\/span><\/li>\n<\/ol>\n
                                                                                            \n \"Uyar\u0131\"\"Bilgi\"<\/p>\n
                                                                                            \n \u015eu makaleyi okuyun<\/span> Deprem Y\u00fck\u00fc – Temel K\u0131lavuz<\/span><\/a> <\/span> deprem y\u00fck\u00fc kombinasyonunun nas\u0131l olu\u015fturulaca\u011f\u0131 ve sonu\u00e7lar\u0131n nas\u0131l kontrol edilece\u011fi hakk\u0131nda<\/span>.<\/span><\/span>\n <\/div>\n

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

                                                                                            \n \n <\/div>\n

                                                                                            <\/p>\n<\/p><\/div>\n

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

                                                                                            ProtaStructure’da Endonezya SNI 1726:2019 deprem y\u00f6netmeli\u011fine g\u00f6re deprem analizi parametrelerinin nas\u0131l ayarlanaca\u011f\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-1652","wiki","type-wiki","status-publish","hentry","category-pre-analysis","category-technical-manuals"],"yoast_head":"\nSNI 1726:2019 Deprem Analizi - ProtaStructure Rehberi<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da SNI 1726:2019 deprem analizi parametrelerini \u00f6\u011frenin, zemin s\u0131n\u0131f\u0131 ve spektrum ayarlar\u0131n\u0131 inceleyerek deprem y\u00fck\u00fc hesaplamas\u0131na ba\u015flay\u0131n.\" \/>\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\/endonezya-sni-1726-2019-deprem-analizi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Endonezya SNI 1726:2019 Deprem Analizi\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da SNI 1726:2019 deprem analizi parametrelerini \u00f6\u011frenin, zemin s\u0131n\u0131f\u0131 ve spektrum ayarlar\u0131n\u0131 inceleyerek deprem y\u00fck\u00fc hesaplamas\u0131na ba\u015flay\u0131n.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/endonezya-sni-1726-2019-deprem-analizi\/\" \/>\n<meta property=\"og:site_name\" content=\"Protasoftware TR\" \/>\n<meta property=\"og:image\" content=\"https:\/\/protasoftware.com\/wp-content\/uploads\/2026\/04\/prota-doc-837b41943291f10e356b82dc7ecc21a0.png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Tahmini okuma s\u00fcresi\" \/>\n\t<meta name=\"twitter:data1\" content=\"7 dakika\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/endonezya-sni-1726-2019-deprem-analizi\\\/\",\"url\":\"https:\\\/\\\/protasoftware.com\\\/tr\\\/destek\\\/teknik-kilavuzlar\\\/endonezya-sni-1726-2019-deprem-analizi\\\/\",\"name\":\"SNI 1726:2019 Deprem Analizi - 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