{"id":1651,"date":"2026-08-03T21:32:40","date_gmt":"2026-08-03T21:32:40","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/hindistan-nbc-2016-deprem-analizi\/"},"modified":"2026-08-03T21:32:40","modified_gmt":"2026-08-03T21:32:40","slug":"hindistan-nbc-2016-deprem-analizi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/hindistan-nbc-2016-deprem-analizi\/","title":{"rendered":"Hindistan NBC 2016’ya G\u00f6re Deprem Analizi"},"content":{"rendered":"
Prota<\/span><\/b>Structure, IS kodlar\u0131n\u0131n temel b\u00f6l\u00fcmlerini kapsayan Hindistan (IS 1893-2016) deprem y\u00f6netmeli\u011fine g\u00f6re deprem y\u00fcklerini hesaplayabilir. <\/span><\/span>
<\/span><\/div>\n
    \n
  1. \u015eerit \u00fczerinde <\/span>Ayarlar Merkezi <\/span><\/b>> <\/span>Kod<\/span><\/a> b\u00f6l\u00fcm\u00fcne t\u0131klay\u0131n > <\/span>Deprem Kodu  <\/span><\/b> se\u00e7ene\u011fini i\u015faretleyin<\/span>
    <\/span><\/span><\/li>\n
  2. Deprem Parametreleri & Ayarlar\u0131’na eri\u015fmek i\u00e7in <\/span><\/span>Deprem Parametresi <\/span><\/b>se\u00e7ene\u011fine t\u0131klay\u0131n<\/span><\/span><\/li>\n<\/ol>\n

    <\/span><\/span><\/div>\n
    \n
    <\/div>\n
    <\/p>\n
    \"Bilgi\"<\/div>\n
    Parametre hakk\u0131nda daha fazla bilgi ve y\u00f6nlendirme i\u00e7in i  <\/span><\/i><\/b>simgesine t\u0131klay\u0131n.<\/div>\n
    \u015eu makaleyi de okudu\u011funuzdan emin olun<\/span> <\/span>Deprem Y\u00fck\u00fc – Temel K\u0131lavuz<\/span><\/a>. <\/span> <\/span><\/div>\n

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

    \n

    Parametreler<\/span>
    <\/h1>\n
    \u201cParametreler<\/b>\u201d sekmesindeki temel girdilerin a\u00e7\u0131klamalar\u0131 a\u015fa\u011f\u0131da verilmi\u015ftir:<\/span><\/div>\n
      \n
    1. Spektrum A\u00e7\u0131s\u0131<\/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>\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<\/ol>\n
      \n
        \n
      1. \u015eehir :  <\/b>Kullan\u0131c\u0131 \u015fehri se\u00e7er<\/span><\/li>\n
      2. Deprem B\u00f6lgesi & Deprem B\u00f6lgesi Fakt\u00f6r\u00fc, Z <\/b>:  De\u011ferler se\u00e7ilen \u015fehre g\u00f6re otomatik g\u00fcncellenir<\/span><\/span><\/li>\n<\/ol>\n
          \n
        1. \u00d6nem Katsay\u0131s\u0131, I <\/b>:  Kullan\u0131c\u0131 se\u00e7er<\/span><\/li>\n<\/ol>\n
            \n
          1. Ta\u015f\u0131y\u0131c\u0131 Sistem T\u00fcr\u00fc<\/b> : Kullan\u0131c\u0131 her do\u011frultu i\u00e7in, 1(X) & 2(Y), se\u00e7im yapar.<\/span><\/li>\n<\/ol>\n
              \n
            1. Tepki Azaltma Katsay\u0131s\u0131, R<\/b> : Se\u00e7ilen Ta\u015f\u0131y\u0131c\u0131 Sistem T\u00fcr\u00fc<\/b>‘ne g\u00f6re de\u011fer otomatik olarak getirilir
              <\/span><\/li>\n
            2. Yere \u00f6zel spektrum kullan : <\/b>Kullan\u0131c\u0131 karar verir <\/span><\/li>\n
            3. Zemin T\u00fcr\u00fc (Zemin Parametreleri)<\/b> : Kullan\u0131c\u0131 se\u00e7er ve di\u011fer t\u00fcm alanlar, To<\/b>, Ts, A<\/b>, & S<\/b>a<\/b> g\u00fcncellenir.<\/span><\/li>\n<\/ol>\n
              <\/div>\n<\/div>\n<\/div>\n
              \n

              Analiz
              <\/span><\/h1>\n
              \u201c<\/span>Analiz<\/span><\/b>\u201d sekmesindeki temel girdilerin a\u00e7\u0131klamalar\u0131 a\u015fa\u011f\u0131da verilmi\u015ftir:<\/span><\/span>
              <\/span><\/div>\n
                \n
              1. Rastgele D\u0131\u015fmerkezlik Uygula (%5)<\/span><\/b> :<\/span>  <\/span><\/span>Uygulamak i\u00e7in i\u015faretleyin<\/span><\/span>
                <\/span><\/li>\n<\/ol>\n
                  \n
                1. S\u00f6n\u00fcm Oran\u0131<\/span><\/b> : Bina t\u00fcr\u00fcne 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<\/ol>\n
                    \n
                  1. Yatay Mod Say\u0131s\u0131 <\/span><\/b> :  Kullan\u0131c\u0131 girdisi (\u00f6nerilen de\u011fer = 15<\/b>)<\/span>
                    <\/li>\n
                  2. D\u00fc\u015fey Mod Say\u0131s\u0131 <\/span><\/b> :  Kullan\u0131c\u0131 girdisi (\u00f6nerilen de\u011fer = 15<\/b>)<\/span><\/li>\n<\/ol>\n
                    \n
                    \n
                    <\/p>\n
                    \"Notlar\"<\/div>\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 uyar\u0131 verir.<\/span><\/div>\n

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

                      \n
                    1. E\u015fde\u011fer statik analizde kullan\u0131c\u0131 tan\u0131ml\u0131 periyot kullan <\/b>: Uygulamak i\u00e7in i\u015faretleyin & X & Y do\u011frultusunda periyot girin<\/font><\/li>\n
                    2. Ta\u015f\u0131y\u0131c\u0131 Sistem Kullan\u0131m\u0131 veya T\u00fcr\u00fc<\/span><\/b> :<\/span>  <\/span><\/span><\/span>Raporlarda g\u00f6r\u00fcnen sabit alan. Kullan\u0131c\u0131 buraya istedi\u011fini yazabilir.<\/span><\/li>\n<\/ol>\n

                      Yap\u0131sal D\u00fczensizlikler
                      <\/span><\/h1>\n
                      \u201c<\/span>Yap\u0131sal D\u00fczensizlikler<\/span><\/b>\u201d sekmesindeki d\u00fczensizlik kontrollerinin listesi a\u015fa\u011f\u0131da verilmi\u015ftir:<\/span><\/span>
                      <\/span><\/div>\n

                      Plandaki D\u00fczensizlikler<\/span><\/span><\/u><\/b>
                      <\/span><\/h2>\n
                        \n
                      1. Burulma D\u00fczensizli\u011fi<\/span><\/b> : Otomatik olarak hesaplan\u0131r<\/span><\/span>
                        <\/span><\/li>\n<\/ol>\n
                          \n
                        1. Girinti K\u00f6\u015felerin Varl\u0131\u011f\u0131 <\/span><\/b>: Kullan\u0131c\u0131 de\u011ferlendirir & varsa i\u015faretler<\/span><\/span>
                          <\/span><\/li>\n<\/ol>\n
                            \n
                          1. Diyafram S\u00fcreksizli\u011fi<\/span><\/b> : Kullan\u0131c\u0131 de\u011ferlendirir & varsa i\u015faretler<\/span><\/span>
                            <\/span><\/li>\n<\/ol>\n
                            \n
                            Esnek diyafram se\u00e7ene\u011fi ile d\u00f6\u015feme a\u011f\u0131 olu\u015fturma, diyafram s\u00fcreklili\u011finin bozuldu\u011fu binalar\u0131 modellemek i\u00e7in kullan\u0131labilir. Bkz. <\/span>: <\/span>D\u00f6\u015feme Modeli<\/a><\/span><\/div>\n<\/div>\n
                              \n
                            1. Yap\u0131sal Elemanlar\u0131n Paralel Olmayan Akslar\u0131 <\/span><\/b>:<\/span>  <\/span><\/span>Kullan\u0131c\u0131 de\u011ferlendirmeli ve varsa kontrol etmelidir<\/span><\/span>
                              <\/span><\/li>\n<\/ol>\n

                              D\u00fc\u015fey Do\u011frultuda D\u00fczensizlikler<\/span><\/span><\/u><\/b>
                              <\/span><\/h2>\n
                                \n
                              1. Rijitlik D\u00fczensizli\u011fi<\/span><\/b> : Otomatik Olarak Tespit Edilir<\/span><\/span><\/li>\n<\/ol>\n
                                  \n
                                1. D\u00fczensiz K\u00fctle Da\u011f\u0131l\u0131m\u0131<\/span><\/b> : Otomatik Olarak Tespit Edilir<\/span><\/span>
                                  <\/span><\/li>\n<\/ol>\n
                                    \n
                                  1. Yatay Dayan\u0131m S\u00fcreklili\u011finin Bozulmas\u0131 \u2013 Zay\u0131f Kat<\/span><\/b> : Otomatik Olarak Tespit Edilir<\/span><\/span>
                                    <\/span><\/li>\n<\/ol>\n
                                      \n
                                    1. D\u00fc\u015fey Y\u00fck Ta\u015f\u0131yan Elemanlar\u0131n S\u00fcreklili\u011finin Bozulmas\u0131<\/span><\/b> : Kullan\u0131c\u0131 de\u011ferlendirmeli ve varsa kontrol etmelidir<\/span><\/span>
                                      <\/span><\/li>\n<\/ol>\n
                                        \n
                                      1. Girintili\/\u00c7\u0131k\u0131nt\u0131l\u0131 (Geri \u00c7ekmeli) Bina<\/span><\/b> : Kullan\u0131c\u0131 de\u011ferlendirmeli ve varsa kontrol etmelidir<\/span><\/span>
                                        <\/span><\/li>\n<\/ol>\n
                                          \n
                                        1. Yatay Kuvvet Ta\u015f\u0131yan Elemanda D\u00fczlem \u0130\u00e7i S\u00fcreksizlik<\/span><\/b> : <\/span><\/span>Kullan\u0131c\u0131 de\u011ferlendirmeli ve varsa kontrol etmelidir<\/span><\/li>\n<\/ol>\n

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

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

                                          Analiz Sonras\u0131 Kontroller<\/span><\/u><\/b>
                                          <\/span><\/h2>\n
                                            \n
                                          1. \n
                                            G\u00f6reli Kat \u00d6telemesi Kontrol\u00fc:<\/span><\/b>  <\/span><\/span>Kontrol\u00fc ger\u00e7ekle\u015ftirmek i\u00e7in i\u015faretleyin. Varsay\u0131lan \u00f6teleme s\u0131n\u0131r\u0131 bir sonraki girdide g\u00f6sterilir<\/span><\/span>
                                            <\/span><\/div>\n<\/li>\n<\/ol>\n
                                              \n
                                            1. Kullan\u0131c\u0131 Tan\u0131ml\u0131 G\u00f6reli Kat \u00d6telemesi S\u0131n\u0131r Oran\u0131n\u0131 Kullan<\/span><\/b> : Varsay\u0131lan oran\u0131 manuel olarak de\u011fi\u015ftirmek i\u00e7in i\u015faretleyin<\/span><\/span>
                                              <\/span><\/li>\n<\/ol>\n
                                                \n
                                              1. Bina Y\u00fcksekli\u011fi Kontrol\u00fc<\/span><\/b> :<\/span>  <\/span><\/span>Kontrol\u00fc ger\u00e7ekle\u015ftirmek i\u00e7in i\u015faretleyin<\/span><\/span>
                                                <\/span><\/li>\n<\/ol>\n
                                                  \n
                                                1. Perde-\u00c7er\u00e7eve Etkile\u015fimi Kontrol\u00fc<\/span><\/b> : Karar kullan\u0131c\u0131ya aittir<\/span><\/span>
                                                  <\/span><\/li>\n<\/ol>\n
                                                    \n
                                                  1. \u0130kinci Mertebe Etkisi Kontrol\u00fc<\/b><\/span><\/span><\/span><\/span> <\/b>: Bu etkiyi y\u00f6netmeli\u011fe dayal\u0131 narinlik y\u00f6ntemiyle dikkate almak i\u00e7in i\u015faretleyin<\/span><\/span><\/span><\/span><\/span><\/li>\n
                                                  2. Dayan\u0131m D\u00fczensizli\u011fi Kontrol\u00fc (Zay\u0131f Kat)<\/span><\/b> : Kontrol etmek i\u00e7in i\u015faretleyin<\/span><\/li>\n
                                                  3. Rijitlik D\u00fczensizli\u011fi Kontrol\u00fc (Yumu\u015fak Kat)<\/span><\/b> : Kontrol etmek i\u00e7in i\u015faretleyin<\/span><\/span>
                                                    <\/span><\/li>\n<\/ol>\n

                                                    Analiz Sonras\u0131 Tasar\u0131m Kontrolleri<\/span><\/u><\/b>
                                                    <\/span><\/h2>\n
                                                      \n
                                                    1. G\u00fc\u00e7l\u00fc Kolon \u2013 Zay\u0131f Kiri\u015f Kontrol\u00fc<\/span><\/b> :<\/span>  <\/span><\/span>Karar kullan\u0131c\u0131ya aittir. Bu kontrol\u00fcn yap\u0131labilmesi i\u00e7in \u00f6nce kolon ve kiri\u015flerin tasarlanm\u0131\u015f olmas\u0131 gerekir.<\/span><\/span>
                                                      <\/span><\/li>\n<\/ol>\n
                                                        \n
                                                      1. Birle\u015fim B\u00f6lgesi Kesme Kontrol\u00fcn\u00fc Ger\u00e7ekle\u015ftir<\/span><\/b> :<\/span>  <\/span><\/span>Karar kullan\u0131c\u0131ya aittir.<\/span><\/span>
                                                        <\/span><\/li>\n<\/ol>\n
                                                          \n
                                                        1. Minimum Eleman Boyutlar\u0131 Kontrol\u00fc<\/span><\/b> : Karar kullan\u0131c\u0131ya aittir<\/span><\/span>
                                                          <\/span><\/li>\n<\/ol>\n
                                                            \n
                                                          1. Bina Devrilme Kontrol\u00fc<\/span><\/b> : Karar kullan\u0131c\u0131ya aittir<\/span><\/span><\/li>\n
                                                          2. Devrilme Kontrol\u00fcne Bodrum Katlar\u0131 Dahil Et <\/b>:  Karar kullan\u0131c\u0131ya aittir. Not: "<\/span>Rijit Bodrum Kat Say\u0131s\u0131<\/b>"<\/span> ayar\u0131 Kat D\u00fczenle<\/a> men\u00fcs\u00fcnden yap\u0131l\u0131r. <\/span><\/span><\/span><\/li>\n<\/ol>\n

                                                            Tepki Spektrumu Analizi<\/span><\/u><\/b>
                                                            <\/span><\/h2>\n
                                                              \n
                                                            1. K\u00fcm\u00fclatif Etkin K\u00fctle Kat\u0131l\u0131m\u0131 Kontrol\u00fc<\/span><\/b> : <\/span> <\/span><\/span>Kontrol etmek i\u00e7in i\u015faretleyin <\/span><\/span>
                                                              <\/span><\/li>\n<\/ol>\n
                                                                \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><\/span>
                                                                <\/span><\/li>\n<\/ol>\n
                                                                  \n
                                                                1. Kullan\u0131c\u0131 Tan\u0131ml\u0131 RSA \u00d6l\u00e7ek Fakt\u00f6r\u00fcn\u00fc Kullan<\/span><\/b> : Otomatik hesaplanan fakt\u00f6r\u00fc manuel olarak ge\u00e7ersiz k\u0131lmak i\u00e7in i\u015faretleyin
                                                                  <\/span><\/li>\n<\/ol>\n
                                                                    \n
                                                                  1. RSA \u0130\u00e7in Sonu\u00e7 \u0130\u015fareti Y\u00f6ntemi :  <\/span><\/b>"Bask\u0131n Modun \u0130\u015faretleri" veya "Mutlak De\u011fer" kullan\u0131labilir.  Bkz.:<\/span> Tepki Spektrumu Analizi \u0130\u00e7in Sonu\u00e7 \u0130\u015fareti Y\u00f6ntemi<\/span><\/a> <\/span><\/li>\n<\/ol>\n

                                                                    \u00d6nemli Notlar \/ Kapsam \/ S\u0131n\u0131rlamalar :<\/span><\/span>
                                                                    <\/span><\/h1>\n
                                                                      \n
                                                                    1. Deprem analizi sonu\u00e7lar\u0131 ve madde uyumlulu\u011fu i\u00e7in \u201cRaporlar\u201d sekmesindeki \u201c<\/span>Analiz Sonras\u0131 Kontroller Raporu<\/span><\/b>\u201dna bak\u0131n.<\/span><\/span>
                                                                      <\/span><\/li>\n<\/ol>\n
                                                                        \n
                                                                      1.  Raporlar<\/b> sekmesinde, kontrol\u00fc ger\u00e7ekle\u015ftirmek ve raporu olu\u015fturmak i\u00e7in "G\u00fc\u00e7l\u00fc Kolon Kontrol<\/b>leri" ve "Birle\u015fim B\u00f6lgesi Kesme Kontrolleri<\/b>"ne t\u0131klay\u0131n. <\/span><\/span><\/li>\n<\/ol>\n
                                                                          \n
                                                                        1. “Birle\u015fim Kesme Kontrol\u00fc” i\u00e7in etriyeler (linkler) dikkate al\u0131nmaz.<\/span><\/span><\/li>\n
                                                                        2. Elastik ve tasar\u0131m spektrumlar\u0131 otomatik olarak hesaplan\u0131r.<\/span><\/span>
                                                                          <\/span><\/li>\n<\/ol>\n
                                                                            \n
                                                                          1. Maksimum titre\u015fim periyodu kontrol\u00fc otomatik olarak yap\u0131l\u0131r.<\/span>
                                                                            <\/span><\/span><\/li>\n<\/ol>\n
                                                                              \n
                                                                            1. E\u015fde\u011fer Statik Y\u00f6ntem’in uygulanabilirli\u011fi otomatik olarak kontrol edilir.<\/span><\/span>
                                                                              <\/span><\/li>\n<\/ol>\n
                                                                                \n
                                                                              1. RSA sonu\u00e7lar\u0131 E\u015fde\u011fer Statik Y\u00fck ile otomatik olarak kar\u015f\u0131la\u015ft\u0131r\u0131l\u0131r <\/span> <\/span>(se\u00e7enek <\/span>Ayarlar<\/span><\/b> sekmesinde i\u015faretliyse).<\/span><\/span><\/span>  Gerekirse bir \u00f6l\u00e7ekleme katsay\u0131s\u0131 otomatik olarak uygulan\u0131r.<\/span>
                                                                                <\/span><\/li>\n<\/ol>\n
                                                                                  \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 girdisi gerekmez).<\/span><\/span>
                                                                                  <\/span><\/li>\n<\/ol>\n
                                                                                    \n
                                                                                  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<\/ol>\n
                                                                                      \n
                                                                                    1. Modal tepkileri birle\u015ftirmek i\u00e7in CQC (Complete Quadratic Combination) y\u00f6ntemi kullan\u0131l\u0131r. SRSS, CQC’nin \u00f6zel bir h\u00e2li oldu\u011fundan, bu y\u00f6ntem SRSS’ye k\u0131yasla daha \u00fcst\u00fcn ve tercih edilir. <\/span><\/li>\n<\/ol>\n

                                                                                      \n

                                                                                      \n
                                                                                      <\/p>\n
                                                                                      \"Bilgi\"\"Uyar\u0131\"<\/div>\n
                                                                                      L\u00fctfen bu 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><\/div>\n

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

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

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

                                                                                      ProtaStructure’da Hindistan (IS 1893-2016) deprem y\u00f6netmeli\u011fine g\u00f6re parametrelerin, analiz ayarlar\u0131n\u0131n ve d\u00fczensizlik kontrollerinin tan\u0131mlanmas\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-1651","wiki","type-wiki","status-publish","hentry","category-pre-analysis","category-technical-manuals"],"yoast_head":"\nHindistan NBC 2016 Deprem Analizi | ProtaStructure<\/title>\n<meta name=\"description\" content=\"ProtaStructure'da IS 1893-2016 deprem y\u00f6netmeli\u011fine g\u00f6re parametre, analiz ve yap\u0131sal d\u00fczensizlik ayarlar\u0131n\u0131 \u00f6\u011frenin; ad\u0131mlar\u0131 uygulayarak modelinizi.\" \/>\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\/hindistan-nbc-2016-deprem-analizi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Hindistan NBC 2016'ya G\u00f6re Deprem Analizi\" \/>\n<meta property=\"og:description\" content=\"ProtaStructure'da IS 1893-2016 deprem y\u00f6netmeli\u011fine g\u00f6re parametre, analiz ve yap\u0131sal d\u00fczensizlik ayarlar\u0131n\u0131 \u00f6\u011frenin; 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