{"id":1646,"date":"2026-08-03T21:32:37","date_gmt":"2026-08-03T21:32:37","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/deprem-yuku-temel-kilavuzu\/"},"modified":"2026-08-03T21:32:37","modified_gmt":"2026-08-03T21:32:37","slug":"deprem-yuku-temel-kilavuzu","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/deprem-yuku-temel-kilavuzu\/","title":{"rendered":"Deprem Y\u00fck\u00fc Temel K\u0131lavuzu"},"content":{"rendered":"

Genel
<\/span><\/h1>\n
\n
    \n
  1. Modelinize temel deprem y\u00fck\u00fcn\u00fc nas\u0131l ekleyece\u011finizi \u00f6\u011freneceksiniz.
    <\/span><\/li>\n
  2. Deprem mod \u015fekillerini nas\u0131l g\u00f6r\u00fcnt\u00fcleyip kontrol edece\u011finizi \u00f6\u011freneceksiniz
    <\/span><\/li>\n<\/ol>\n
    Deprem analizi ve tasar\u0131m\u0131na ili\u015fkin ayr\u0131nt\u0131l\u0131 a\u00e7\u0131klamalar i\u00e7in ilgili deprem y\u00f6netmeli\u011fine ba\u015fvurman\u0131z \u00f6nemlidir. 
    <\/span><\/div>\n
    Bu makalede \u00f6rnek olarak Eurocode 8 kullan\u0131lm\u0131\u015ft\u0131r. \u0130\u015flem ad\u0131mlar\u0131 di\u011fer deprem y\u00f6netmelikleri i\u00e7in de benzerdir.
    <\/span><\/div>\n
    \"Notlar\" <\/p>\n
    Daha fazla bilgi i\u00e7in \u00fclkeye \u00f6zel deprem makalelerini de okuyun:<\/span> <\/div>\n
    \n
      \n
    1. Eurocode 8’e G\u00f6re Deprem Analizi<\/a><\/li>\n
    2. Filipinler NSCP2015’e G\u00f6re Deprem Analizi<\/a><\/li>\n
    3. Endonezya SNI 1726:2019’a G\u00f6re Deprem Analizi<\/a><\/li>\n
    4. Hindistan IS1893-2016’ya G\u00f6re Deprem Analizi<\/a><\/li>\n<\/ol>\n<\/div>\n

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

      \n
      \"Fikir\"<\/p>\n
      Deprem izolasyonu hakk\u0131nda bilgi edinmek i\u00e7in a\u015fa\u011f\u0131daki tasar\u0131m k\u0131lavuzuna ve videoya da ba\u015fvurabilirsiniz.<\/span><\/div>\n
        \n
      1. Taban \u0130zolasyonu<\/a><\/li>\n
      2. Deprem \u0130zolasyonuna Giri\u015f<\/a> (Video)<\/span><\/li>\n<\/ol>\n

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

        \u0130\u015flemler<\/span><\/span>
        <\/span><\/h1>\n

        Tasar\u0131m Y\u00f6netmeli\u011fi Se\u00e7me
        <\/span><\/h2>\n
        Deprem Y\u00f6netmeli\u011fi Se\u00e7in: <\/span> Building Setout sekmesi ><\/span><\/b>  <\/span><\/span>Ayarlar Merkezi <\/span><\/span><\/b>>  <\/span><\/span>Y\u00f6netmelikler<\/span><\/span><\/b> <\/span>sekmesi<\/span><\/i> > Listeden bir deprem y\u00f6netmeli\u011fi se\u00e7in.<\/span><\/span><\/div>\n
        <\/div>\n
        <\/div>\n
        <\/div>\n
        \n

        Deprem Y\u00fck Durumlar\u0131n\u0131 ve Kombinasyonlar\u0131n\u0131 Tan\u0131mlama
        <\/span><\/h2>\n
        A\u015fa\u011f\u0131daki \u015fekle g\u00f6re:  <\/span><\/span><\/div>\n
        <\/div>\n
        <\/p>\n
        <\/div>\n

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


        <\/font><\/div>\n
        1. <\/span><\/span>Y\u00fckleme<\/span><\/span><\/b> sekmesine gidin > <\/span><\/span> <\/span><\/span>Y\u00fck Durumlar\u0131 ve Kombinasyonlar\u0131’n\u0131 se\u00e7in  
        <\/span><\/span><\/b><\/i><\/div>\n
        2. Y\u00fck Kombinasyonu D\u00fczenleyicisi g\u00f6r\u00fcnt\u00fclenir (yukar\u0131daki gibi) <\/span><\/span>
        <\/span><\/font><\/div>\n
        3. <\/span><\/span>Y\u00fckleme Olu\u015fturucu > Otomatik Y\u00fckleme D\u00fczenleyicisi <\/span><\/span><\/b>\u00f6\u011fesini se\u00e7in, ekran g\u00f6r\u00fcnt\u00fclenir<\/span><\/span>
        <\/span><\/span><\/b><\/font><\/div>\n
        4.<\/span><\/span><\/font> <\/span><\/span>Yatay Y\u00fck Kombinasyonlar\u0131 <\/span><\/span><\/b><\/i>sekmesine gidin<\/span><\/span> <\/span><\/span><\/b><\/i>> <\/span><\/span>Deprem Y\u00fcklemesi<\/span><\/span><\/i><\/b>‘ni i\u015faretleyin > <\/span><\/span>E\u015fde\u011fer Statik Y\u00fck<\/span><\/span><\/i><\/b> veya <\/span><\/span>Modal Tepki Spektrumu’nu se\u00e7in.<\/span><\/span><\/i><\/b><\/div>\n<\/div>\n<\/div>\n<\/div>\n
        \n
        \"Fikir\"<\/p>\n
        Eurocode 8’e g\u00f6re k\u0131lavuz bilgiler:<\/span><\/span><\/span><\/div>\n
          \n
        1. "E\u015fde\u011fer Statik Y\u00fck"<\/span><\/span><\/i><\/b> veya <\/span><\/span><\/i>"Yatay Kuvvet Analizi Y\u00f6ntemi"<\/span><\/span><\/i>  <\/span><\/span><\/b>yaln\u0131zca temel periyodu 2.0 saniyeden k\u00fc\u00e7\u00fck olan ve d\u00fc\u015fey do\u011frultuda d\u00fczenli binalar i\u00e7in uygulanabilir (\u00fclkeye \u00f6zg\u00fc y\u00f6netmelik veya Ulusal Ek’e g\u00f6re farkl\u0131l\u0131k g\u00f6sterebilir).
          <\/span><\/span><\/li>\n
        2. "Modal Tepki Spektrumu" <\/span><\/span><\/i><\/b>t\u00fcm yap\u0131 tipleri i\u00e7in uygulanabilir ve deprem kuvvetlerinin daha do\u011fru bir de\u011ferlendirmesini sa\u011flar. Bu y\u00f6ntemin t\u00fcm binalar i\u00e7in kullan\u0131lmas\u0131 \u00f6nerilir.<\/span><\/span><\/li>\n<\/ol>\n

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

          Deprem Tasar\u0131m Parametrelerini G\u00fcncelleme
          <\/span><\/h2>\n
          \u015eu sekmeye gidin: <\/span>Y\u00fckleme<\/span><\/b> > \u015funu se\u00e7in: <\/span>Deprem Parametreleri <\/span><\/b>
          <\/span><\/span><\/div>\n

          <\/span><\/span><\/div>\n
          Deprem parametrelerini, Deprem Parametreleri diyalog penceresindeki t\u00fcm sekmeler \u00fczerinden  : tan\u0131mlayabilirsiniz<\/span><\/span>Parametreler, Analiz, Yap\u0131sal D\u00fczensizlikler veya Ayarlar.<\/span><\/span><\/i><\/b><\/div>\n
          <\/div>\n
          <\/div>\n
          <\/i><\/b><\/div>\n
          \u00d6rne\u011fin, titre\u015fim modu say\u0131s\u0131n\u0131 2 do\u011frultuda \u015fu sekmede ayarlayabilirsiniz: <\/span><\/span>Analiz Sekmesi<\/span><\/span><\/b><\/i><\/div>\n
          <\/div>\n
          <\/div>\n
          <\/i><\/b> <\/div>\n
          \n
          \"Notlar\" <\/p>\n
          K\u00fcm\u00fclatif k\u00fctle kat\u0131l\u0131m\u0131n\u0131n %90’a ula\u015fmas\u0131 i\u00e7in (\u00e7o\u011fu deprem y\u00f6netmeli\u011finin gerektirdi\u011fi gibi) titre\u015fim modu say\u0131s\u0131n\u0131 art\u0131r\u0131n. \u00d6nerilen de\u011fer <\/span>15<\/span><\/b>‘tir. 
          <\/span><\/div>\n
          Bu kriter sa\u011flanmazsa uygun bir uyar\u0131 g\u00f6r\u00fcnt\u00fclenir ve  <\/span>Post Analiz Kontrolleri Raporu<\/span><\/b>‘na kaydedilir.
          <\/span><\/i><\/div>\n
          Daha fazla bilgi i\u00e7in makalenin ba\u015f\u0131nda verilen \u00fclkeye \u00f6zg\u00fc deprem tasar\u0131m k\u0131lavuzlar\u0131na bak\u0131n. 
          <\/span><\/div>\n

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


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

          E\u015fde\u011fer Statik Y\u00fck (EQS) Analizinde Kullan\u0131c\u0131 Tan\u0131ml\u0131 Periyotlar<\/span>
          <\/span><\/h2>\n
          <\/p>\n

          ProtaStructure, do\u011fal titre\u015fim modlar\u0131n\u0131 belirlemek i\u00e7in otomatik olarak 3B \u00f6zde\u011fer analizi ger\u00e7ekle\u015ftirir. Titre\u015fim modlar\u0131 belirlendikten sonra, \u00d6teleme X, \u00d6teleme Y ve D\u00f6nme Z olmak \u00fczere \u00fc\u00e7 serbestlik derecesindeki k\u00fctle kat\u0131l\u0131mlar\u0131na g\u00f6re s\u0131ralan\u0131r. X ve Y do\u011frultusundaki h\u00e2kim modlar, e\u015fde\u011fer statik deprem y\u00fck\u00fc y\u00f6nteminde kullan\u0131lacak aday modlar olarak se\u00e7ilir.<\/span><\/span><\/p>\n

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

          Ancak bu modlardan elde edilen titre\u015fim periyodu EQS y\u00f6nteminde do\u011frudan kullan\u0131lamaz. Deprem y\u00f6netmelikleri bu de\u011ferlere ampirik form\u00fcllerle her zaman bir \u00fcst s\u0131n\u0131r koyar. En yayg\u0131n ko\u015fullar \u015funlard\u0131r: <\/span><\/span>
          <\/span><\/div>\n<\/div>\n<\/div>\n<\/div>\n
          \n
          \n
          1. T<\/span><\/span>eigen <\/span><\/span>\u2264 Rayleigh form\u00fcl\u00fc<\/span><\/div>\n
          2. T<\/span>eigen <\/span><\/span>\u2264 C<\/span><\/span>u<\/span><\/span>.C<\/span><\/span>t<\/span><\/span>.h<\/span><\/span>nx<\/span><\/div>\n
          <\/span>3. T<\/span><\/span>eigen <\/span><\/span>\u2264 0.1N<\/span><\/span><\/div>\n<\/div>\n<\/blockquote>\n
          ProtaStructure, se\u00e7ilen deprem y\u00f6netmeli\u011fine ba\u011fl\u0131 olarak bu ko\u015fullar\u0131 ve varyasyonlar\u0131n\u0131 otomatik olarak kontrol eder.<\/span><\/div>\n
          \n
          <\/p>\n
          Kullan\u0131c\u0131lar, EQS analizinde kullan\u0131lacak periyotlar\u0131 do\u011frudan kullan\u0131c\u0131 tan\u0131ml\u0131 olarak girebilir. Kullan\u0131c\u0131 tan\u0131ml\u0131 periyotlar\u0131 girmek i\u00e7in:<\/span><\/div>\n

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

          \n
          \n
          \n
          1. \u201c<\/span>Deprem Parametreleri > Analiz<\/span><\/b>\u201d sekmesine gidin.<\/span>
          <\/span><\/div>\n<\/div>\n<\/div>\n
          \n
          \n
          2. \u201c<\/span>E\u015fde\u011fer Statik Analizde Kullan\u0131c\u0131 Tan\u0131ml\u0131 Periyotlar\u0131 Kullan<\/span><\/b>\u201d se\u00e7ene\u011fini i\u015faretleyin.<\/span>
          <\/span><\/div>\n<\/div>\n<\/div>\n
          \n
          \n
          3. <\/span>X<\/span><\/b> ve<\/span> Y <\/span><\/b>do\u011frultusunda periyot de\u011ferlerini girin.<\/span><\/span><\/div>\n
          4. <\/span>Tamam <\/span><\/b>d\u00fc\u011fmesine t\u0131klayarak pencereyi kapat\u0131n.<\/span><\/span><\/div>\n<\/div>\n<\/div>\n<\/blockquote>\n
          \n
          \n
          <\/span>
          <\/span>
          <\/div>\n
          \n
          \"Notlar\"<\/p>\n
          Kullan\u0131c\u0131 tan\u0131ml\u0131 periyotlar, herhangi bir \u00fcst s\u0131n\u0131r k\u0131s\u0131tlamas\u0131 uygulanmadan e\u015fde\u011fer statik taban kesme kuvveti hesab\u0131nda do\u011frudan kullan\u0131l\u0131r<\/span>.<\/div>\n

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

          Hareketli Y\u00fck \/ E\u015fzamanl\u0131 Bulunma Fakt\u00f6r\u00fcn\u00fc Tan\u0131mlama<\/span><\/span><\/span>
          <\/span><\/h2>\n
          Hareketli Y\u00fck veya E\u015fzamanl\u0131 fakt\u00f6r\u00fc, Building Setout <\/b>sekmesi > Storey Operations<\/b> > Edit Storey <\/a>men\u00fcs\u00fcnden atayabilirsiniz. 
          <\/span><\/div>\n

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

          <\/span><\/div>\n
          <\/div>\n
          Hareketli y\u00fck fakt\u00f6r\u00fc <\/span> <\/span><\/i><\/b>her kat\u0131n deprem a\u011f\u0131rl\u0131\u011f\u0131 hesab\u0131n\u0131 etkiler:
          <\/span><\/div>\n<\/div>\n<\/div>\n
          \n
          \n
          \n
          Deprem A\u011f\u0131rl\u0131\u011f\u0131, W = [Sabit Y\u00fck] + <\/span>.[Hareketli Y\u00fck]<\/span><\/span><\/b><\/i>
          <\/span><\/div>\n<\/div>\n<\/div>\n<\/blockquote>\n
          \n
          \n

          Rijit Bodrum Kat Say\u0131s\u0131n\u0131 Tan\u0131mlama<\/span><\/span>
          <\/span><\/h2>\n
          Bodrum katlar da modellenmi\u015fse, k\u00fctle d\u00fczensizli\u011fi kontrollerinden hari\u00e7 tutulabilir. Bodrum kat say\u0131s\u0131 \u201c<\/span>Edit Storey<\/span><\/i><\/b>\u201d diyalog penceresinde belirtilebilir.
          <\/span><\/div>\n

          <\/span><\/div>\n
          A\u015fa\u011f\u0131daki \u00f6rnekte, Storey 1 asl\u0131nda bir bodrum katt\u0131r. Bu nedenle No. of Rigid Basement<\/b> de\u011feri 1 olarak ayarlan\u0131r. 
          <\/b><\/span><\/div>\n

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

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

          <\/span><\/div>\n
          Building Analysis \u00e7al\u0131\u015ft\u0131r\u0131ld\u0131ktan sonra, deprem raporu i\u00e7in Post Analysis Check Report\u2019a eri\u015fin ve "Interstorey Mass Irregularity Check<\/span>" b\u00f6l\u00fcm\u00fcn\u00fc bulun.  <\/span>Storey 1, a\u015fa\u011f\u0131da g\u00f6r\u00fcld\u00fc\u011f\u00fc gibi bu kontrolden do\u011fru \u015fekilde hari\u00e7 tutulmu\u015ftur<\/span><\/span>.<\/span>  <\/span><\/div>\n
          <\/div>\n
          <\/div>\n<\/div>\n

          Building Analysis
          <\/span><\/h2>\n
          1. <\/span>Building Analysis<\/span><\/i> <\/span><\/b>> <\/span>Model Options<\/span><\/i><\/b> <\/span> <\/span><\/i>> <\/span>Material Effective Stiffness Factors<\/span><\/i><\/b>\u2019a gidin<\/span><\/div>\n
          <\/div>\n
          <\/div>\n
          <\/div>\n
          2. Rijitlik fakt\u00f6rlerini ilgili tasar\u0131m koduna g\u00f6re inceleyin ve de\u011fi\u015ftirin.  Deprem y\u00fck\u00fc durumlar\u0131 her zaman \u00e7atlam\u0131\u015f kesit \u00f6zelliklerini dikkate al\u0131r.  <\/span>
          <\/span><\/div>\n
          3. Analizi ba\u015flat\u0131n. Analiz tamamland\u0131\u011f\u0131nda bir \u00f6zet rapor g\u00f6r\u00fcnt\u00fclenir.  <\/span>Ayr\u0131nt\u0131lar<\/span><\/span> <\/span>Post Analysis Checks Report\u2019ta bulunabilir. <\/span><\/i><\/b> <\/div>\n
          <\/div>\n
          <\/div>\n

          <\/span><\/span><\/div>\n
          4. Devam etmek i\u00e7in <\/span><\/span>OK<\/span><\/span><\/b>\u2019a t\u0131klay\u0131n. <\/span>
          <\/span><\/div>\n

          Analiz Sonras\u0131: Analitik Model<\/span><\/span><\/span>
          <\/span><\/h2>\n
          Analytical Model<\/a> g\u00f6r\u00fcn\u00fcm\u00fc, Building Analysis tamamland\u0131\u011f\u0131nda olu\u015fturulup a\u00e7\u0131labilir. <\/span><\/div>\n
          <\/span>Analysis <\/span><\/b>sekmesi >  <\/span><\/span>Analytical Model<\/span><\/b> <\/span> > Building Analysis Model<\/b>\u2019e gidin (a\u015fa\u011f\u0131daki gibi)
          <\/span><\/span><\/div>\n

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

          <\/span><\/span><\/div>\n
          \u00d6rnek h\u0131zl\u0131 ba\u015flang\u0131\u00e7 k\u0131lavuzu modeli i\u00e7in Analytical Model g\u00f6r\u00fcn\u00fcm\u00fc a\u015fa\u011f\u0131da g\u00f6sterildi\u011fi gibi olu\u015fturulur. 
          <\/span><\/div>\n

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

          <\/span><\/div>\n<\/div>\n
          <\/div>\n
            \n
          1. Sonu\u00e7lar<\/b> sekmesinde, Yer De\u011fi\u015ftirme <\/b>se\u00e7ene\u011finin etkinle\u015ftirildi\u011finden emin olun. <\/span><\/span><\/li>\n
          2. <\/span><\/span>Animasyon<\/span><\/span><\/b>‘a t\u0131klayarak binan\u0131n titre\u015fim modunu net bi\u00e7imde g\u00f6rselle\u015ftirin.
            <\/span><\/span><\/li>\n
          3. Titre\u015fim g\u00f6rsel olarak belirgin de\u011filse, <\/span><\/span>"<\/span><\/span><\/b> <\/span><\/span>+ \u00d6l\u00e7e\u011fi Art\u0131r<\/span><\/span><\/i><\/b> <\/span><\/span>" veya "<\/span><\/span>Otomatik \u00d6l\u00e7ek"<\/span><\/span><\/i><\/b> se\u00e7ene\u011fine t\u0131klay\u0131n.
            <\/span><\/span><\/li>\n
          4. Sa\u011f b\u00f6lmede Model \u015eekilleri<\/b>‘ni se\u00e7in. 
            <\/span><\/span><\/li>\n<\/ol>\n
            A\u015fa\u011f\u0131da ilk 3 modun animasyonu g\u00f6sterilmektedir<\/span><\/span>: <\/span>
            <\/font><\/div>\n

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

            <\/div>\n<\/div>\n
            <\/div>\n
            \n
            \"Fikir\"<\/p>\n
            Baz\u0131 y\u00f6nergeler ve notlar<\/span><\/span><\/b> :<\/span><\/span><\/div>\n
              \n
            1. Kararl\u0131 bir model i\u00e7in ilk 3 mod <\/span><\/span>"X Y\u00f6n\u00fc"<\/span><\/span><\/b> veya <\/span><\/span>"Y Y\u00f6n\u00fc"<\/span><\/span><\/b> veya <\/span><\/span>"Burulma"<\/span><\/span><\/b> olmal\u0131d\u0131r.
              <\/span><\/span><\/li>\n
            2. \u0130lk birka\u00e7 titre\u015fim modu yukar\u0131dakiler gibi de\u011filse, muhtemelen yerel bir karars\u0131zl\u0131k s\u00f6z konusudur (\u00f6rn. hatal\u0131 modelleme, \u00e7ok fazla mafsal uygulanmas\u0131 veya izole bir eleman\u0131n d\u00fczg\u00fcn mesnetlenmemesi nedeniyle) 
              <\/span><\/span><\/li>\n
            3. Karars\u0131zl\u0131\u011f\u0131n konumunu belirlemek i\u00e7in binan\u0131n animasyonunu dikkatle inceleyin ve modeli buna g\u00f6re d\u00fczeltin.
              <\/span><\/span><\/li>\n
            4. Analitik model do\u011frulamas\u0131 i\u00e7in y\u00f6nerge niteli\u011finde \u015fu e-\u00f6\u011frenme videosunu izleyin: <\/span><\/span>15 Analiz Sonras\u0131, Analitik Model<\/span><\/span><\/a><\/li>\n<\/ol>\n

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

              Raporlar
              <\/span><\/h1>\n
              Deprem analizinin sonu\u00e7lar\u0131na  <\/span><\/span>Bina Analizi<\/span><\/span><\/i><\/b> diyalog penceresi > <\/span><\/span>Raporlar sekmesi<\/span><\/span><\/i><\/b> \u00fczerinden ula\u015f\u0131labilir.<\/span>
              <\/span><\/span><\/div>\n
                \n
              1. Analiz Sonras\u0131 Kontroller Raporu<\/span><\/span><\/b> : deprem analizi sonu\u00e7lar\u0131n\u0131n ve y\u00f6netmelik maddelerine uyumlulu\u011fun ayr\u0131nt\u0131lar\u0131n\u0131 i\u00e7erir<\/span>
                <\/span><\/span><\/li>\n
              2. G\u00fc\u00e7l\u00fc Kolon Kontrolleri <\/span><\/span><\/b>: yaln\u0131zca orta veya y\u00fcksek s\u00fcneklik analizinde olu\u015fturulur<\/span>
                <\/span><\/span><\/li>\n
              3. Birle\u015fim B\u00f6lgesi Kesme Kontrolleri<\/span><\/span><\/b> : yaln\u0131zca orta veya y\u00fcksek s\u00fcneklik analizinde olu\u015fturulur<\/span><\/span><\/li>\n
              4. \u00d6zde\u011fer Sonu\u00e7lar\u0131 Raporu <\/span><\/span><\/b>:  do\u011fal frekans ve periyot bilgilerini i\u00e7erir<\/span>
                <\/span><\/span><\/li>\n<\/ol>\n
                T\u00fcm raporlara <\/span><\/span>\u00c7izimler ve Raporlar<\/span><\/span><\/b> sekmesindeki <\/span><\/span>Raporlar<\/span><\/span><\/b> a\u00e7\u0131l\u0131r listesinden de eri\u015filebilir. <\/span><\/span><\/div>\n
                <\/div>\n<\/div>\n
                <\/p>\n
                <\/div>\n

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

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

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