{"id":1012,"date":"2024-07-17T13:58:31","date_gmt":"2024-07-17T13:58:31","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/blog\/protastructure-tasarim-kilavuzu-dusey-deprem-etkileri-surum-1-0\/"},"modified":"2026-07-20T14:10:59","modified_gmt":"2026-07-20T14:10:59","slug":"protastructure-tasarim-kilavuzu-dusey-deprem-etkileri-surum-1-0","status":"publish","type":"post","link":"https:\/\/protasoftware.com\/tr\/blog\/protastructure-tasarim-kilavuzu-dusey-deprem-etkileri-surum-1-0\/","title":{"rendered":"ProtaStructure Tasar\u0131m K\u0131lavuzu: D\u00fc\u015fey Deprem Etkileri S\u00fcr\u00fcm 1.0"},"content":{"rendered":"

ProtaStructure, tasar\u0131mda dikey deprem etkilerini etkili bir \u015fekilde ele al\u0131r. \u00d6zellikle iki farkl\u0131 y\u00f6ntem sunar: Yakla\u015f\u0131k Statik Y\u00f6ntem ve Modal Spektrum Analizi Y\u00f6ntemi.\u00a0 Ayr\u0131ca bu y\u00f6ntemler aras\u0131nda ge\u00e7i\u015f yapmak, sismik etkilerin kapsaml\u0131 bir \u015fekilde dikkate al\u0131nmas\u0131n\u0131 sa\u011flar.<\/p>\n

Yakla\u015f\u0131k Statik Y\u00f6ntem<\/strong><\/h5>\n

Yakla\u015f\u0131k Statik Y\u00f6ntem’de tasar\u0131mc\u0131lar, yer\u00e7ekimi y\u00fck\u00fc sonucunu genellikle 0.2SDS ile \u00e7arpar. Ancak bu y\u00f6ntem, dikey titre\u015fim modlar\u0131n\u0131 veya dikey spektrumu dikkate almaz. Transfer kolonlar\u0131, geni\u015f a\u00e7\u0131kl\u0131kl\u0131 kiri\u015fler, uzun konsollar veya e\u011fik kolonlar gibi yap\u0131 elemanlar\u0131nda yetersiz kalabilir. Bu nedenle, Eurocode gibi baz\u0131 y\u00f6netmelikler modal dikey deprem analizi \u00f6nermektedir.<\/p>\n

Modal Spektrum Analizi Y\u00f6ntemi<\/strong><\/h5>\n

Buna kar\u015f\u0131l\u0131k, Modal Spektrum Analizi Y\u00f6ntemi, yap\u0131n\u0131n dikey titre\u015fim modlar\u0131n\u0131 ve dikey ivme spektrumunu dikkate al\u0131r. Bu y\u00f6ntemi etkinle\u015ftirmek i\u00e7in:<\/p>\n

\"Modal<\/p>\n

    \n
  1. \n
      \n
    1. Otomatik Y\u00fckleme D\u00fczenleyicisini a\u00e7\u0131n.<\/li>\n
    2. Modal Spektrum Analizi Y\u00f6ntemini se\u00e7in.<\/li>\n
    3. Tamam’a t\u0131klay\u0131n. Bu, dikey deprem y\u00fck\u00fc durumlar\u0131n\u0131 i\u00e7eren y\u00fck kombinasyonlar\u0131n\u0131 otomatik olarak olu\u015fturacakt\u0131r.<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n

      D\u00fc\u015fey Deprem Durumlar\u0131n\u0131n Di\u011fer Y\u00fcklerle Birle\u015ftirilmesi<\/strong><\/h4>\n
      Yakla\u015f\u0131k Statik Y\u00f6ntem<\/strong><\/h5>\n

      Statik D\u00fc\u015fey Deprem y\u00fck durumlar\u0131, G+Q+E kombinasyonlar\u0131nda pozitif i\u015faretle, 0.9G + E kombinasyonlar\u0131nda ise negatif i\u015faretle birle\u015ftirilmelidir.<\/p>\n

      \"\" D\u00fc\u015fey Deprem Etkileri: Yakla\u015f\u0131k Statik Y\u00f6ntem<\/p>\n

      Modal Spektrum Analizi Y\u00f6ntemi<\/strong><\/h5>\n

      Modal D\u00fc\u015fey Deprem Analizi s\u0131ras\u0131nda, CQC modal kombinasyonu i\u015faret kayb\u0131na yol a\u00e7abilir. \u00d6zellikle sonu\u00e7lar \u0130\u015faret Y\u00f6ntemi’ne ba\u011fl\u0131 olarak de\u011ferler pozitif ya da bask\u0131n dikey modun i\u015faretini al\u0131r. Kritik etkileri yakalamak i\u00e7in, modal dikey deprem y\u00fck durumlar\u0131n\u0131 pozitif ve negatif i\u015faretlerle \u00f6l\u00fc ve canl\u0131 y\u00fcklerle birle\u015ftirin. Bu yakla\u015f\u0131m, kapsaml\u0131 bir analiz i\u00e7in sismik kombinasyonlar\u0131 ikiye katlar.<\/p>\n

      \"\" Modal D\u00fc\u015fey Deprem Analizi<\/p>\n

      \"\"<\/p>\n

      Dikey Mod Say\u0131s\u0131<\/strong><\/h5>\n

      ProtaStructure, dikey \u00f6zde\u011fer analizi ile dikey k\u00fctle matrisi ve yap\u0131n\u0131n rijitli\u011fini dikkate al\u0131r. Bu analiz, geni\u015f a\u00e7\u0131kl\u0131kl\u0131 kiri\u015fler, b\u00fcy\u00fck konsollar, e\u011fik kolonlar ve transfer elemanlar\u0131ndaki yerel titre\u015fim modlar\u0131n\u0131 belirler. Ayr\u0131ca modlar, dikey mod birle\u015ftirme analizinde kullan\u0131l\u0131r. Dikey mod say\u0131s\u0131n\u0131 Sismik Parametreler > Analiz > Dikey Mod Say\u0131s\u0131<\/strong> se\u00e7ene\u011finden ayarlayabilirsiniz. Analiz sonras\u0131 modal de\u011ferleri \u00d6zde\u011fer Analiz Raporunda incelemek \u00f6nemlidir.<\/p>\n

      \"\"Dikey Mod Say\u0131s\u0131<\/p>\n

      Dikey \u0130vme Spektrumu Tan\u0131m\u0131<\/strong><\/h4>\n

      Modal dikey deprem analizi yapmak i\u00e7in bir dikey spektrumun tan\u0131mlanmas\u0131 \u00e7ok \u00f6nemlidir. ProtaStructure, Sismik Parametreler penceresinden eri\u015filebilen dikey ivme spektrumunu sunar. Baz\u0131 sismik y\u00f6netmelikler, ASCE07, Eurocode 8, TBDY2018, NTE030, DPT1302 ve SNI1726<\/strong> gibi dikey spektrumun \u015feklini a\u00e7\u0131k\u00e7a belirtir.<\/p>\n

      Dikey spektrum, \u00d6n Analiz Kontrolleri Raporunda tablo ve grafik olarak da sunulmaktad\u0131r.<\/strong><\/h5>\n

      \"Pre-Analysis \u00d6n Analiz Kontrolleri Raporu<\/p>\n

      ProtaStructure, bu y\u00f6netmelikler i\u00e7in dikey spektrumu otomatik olarak hesaplar. Dikey spektrumu a\u00e7\u0131k\u00e7a belirlemeyen y\u00f6netmelikler i\u00e7in ProtaStructure iki se\u00e7enek sunar:<\/em><\/p>\n

        \n
      1. \n
          \n
        1. Yatay Spektrumun Bir K\u0131sm\u0131<\/strong>: Bu y\u00f6ntem, yatay tasar\u0131m spektrumunu kullan\u0131c\u0131 taraf\u0131ndan tan\u0131mlanan bir fakt\u00f6rle \u00e7arpar, varsay\u0131lan olarak 2\/3 oran\u0131 kullan\u0131l\u0131r.<\/li>\n
        2. Sabit \u0130vme<\/strong>: Bu y\u00f6ntem, t\u00fcm dikey modlar i\u00e7in statik y\u00f6ntemde oldu\u011fu gibi ayn\u0131 tepkiyi uygular.<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n

          Bu se\u00e7eneklere Sismik Parametreler > Analiz penceresinden eri\u015filebilir.<\/p>\n

          \"Seismic Seismic Parameters Analysis Penceresi
          Baz\u0131 y\u00f6netmeliklerin, ASCE07-16, SNI1726-2019, TBDY2018, EN1998-1:2004 ve NTE030<\/strong> gibi, dikey ivme spektrumunu do\u011frudan belirtti\u011fi unutulmamal\u0131d\u0131r. Bu y\u00f6netmelikler i\u00e7in bu iki se\u00e7enek kullan\u0131lamaz.<\/p>\n

          K\u00fctle Hesaplamas\u0131 ve K\u00fctle Matrisi<\/strong><\/h4>\n

          Modal dikey deprem analizinde yap\u0131sal davran\u0131\u015f\u0131n do\u011fru bir \u015fekilde sim\u00fcle edilmesi, dikey k\u00fctle da\u011f\u0131l\u0131m\u0131n\u0131n (Z y\u00f6n\u00fcnde) hassas hesaplanmas\u0131n\u0131 gerektirir. Z y\u00f6n\u00fcndeki aktif k\u00fctlelerin (mZ) yatay X (mX) ve Y (mY) y\u00f6nlerindeki aktif k\u00fctlelerden ve Z ekseni etraf\u0131ndaki k\u00fctle atalet momentinden ay\u0131rt edilmesi \u00f6nemlidir. ProtaStructure, dikey k\u00fctle da\u011f\u0131l\u0131m\u0131n\u0131 otomatik olarak hesaplar, ancak do\u011fru bir davran\u0131\u015f i\u00e7in a\u015fa\u011f\u0131dakileri g\u00f6z \u00f6n\u00fcnde bulundurun:<\/p>\n

            \n
          1. \n
              \n
            1. D\u00f6\u015feme Desteklemeyen Kiri\u015fler<\/strong>: K\u00fctleler sadece ba\u015flang\u0131\u00e7 ve biti\u015f d\u00fc\u011f\u00fcmlerinde hesaplanmal\u0131d\u0131r. Uzun a\u00e7\u0131kl\u0131kl\u0131 kiri\u015fler i\u00e7in daha do\u011fru etkiler elde etmek amac\u0131yla kiri\u015fleri birden fazla par\u00e7aya b\u00f6l\u00fcn.<\/li>\n
            2. Normal D\u00f6\u015femeleri Destekleyen Kiri\u015fler<\/strong>: Dikey deprem etkilerini daha do\u011fru yakalamak i\u00e7in d\u00f6\u015femeleri ve kiri\u015fleri kafesleyin.<\/li>\n
            3. Kiri\u015fli ve Kaset D\u00f6\u015femeleri Destekleyen Kiri\u015fler<\/strong>: Bu elemanlar otomatik olarak analitik modelin bir par\u00e7as\u0131 olarak kabul edilir ve dikey k\u00fctleler kesi\u015fim noktalar\u0131na atan\u0131r.<\/li>\n
            4. Kompozit D\u00f6\u015femeleri Destekleyen Kiri\u015fler<\/strong>: \u0130kincil kompozit kiri\u015flerin ba\u015flang\u0131\u00e7 ve biti\u015f noktalar\u0131na dikey k\u00fctleler atay\u0131n.<\/li>\n
            5. Transfer Kiri\u015fleri veya Transfer D\u00f6\u015femeleri<\/strong>: Kolon u\u00e7lar\u0131yla uyumlu olacak \u015fekilde kiri\u015fleri ve d\u00f6\u015femeleri kafesleyin, b\u00f6ylece do\u011fru rijitlik ve y\u00fck transferleri sa\u011flan\u0131r.<\/li>\n
            6. Dikey veya E\u011fik Kolonlar<\/strong>: T\u00fcm kolonlar\u0131n u\u00e7 noktalar\u0131na k\u00fctleler toplanarak atanmal\u0131d\u0131r.<\/li>\n
            7. Birbirini Kesen Elemanlar<\/strong>: Kesi\u015fen d\u00fc\u011f\u00fcmlere k\u00fctleler otomatik olarak hesaplan\u0131r ve atan\u0131r.<\/li>\n
            8. \u00c7elik A\u015f\u0131klar, Giydirme Elemanlar\u0131, D\u00fczlem Kafesler, Uzay Kafesler, Kubbe ve \u00c7apraz Elemanlar<\/strong>: K\u00fctle de\u011ferleri kesi\u015fim noktalar\u0131nda otomatik olarak hesaplan\u0131r.<\/li>\n<\/ol>\n<\/li>\n<\/ol>\n

              ProtaStructure, k\u00fctleleri \u00f6l\u00fc y\u00fcklerden, canl\u0131 y\u00fcklerden ve kullan\u0131c\u0131 taraf\u0131ndan tan\u0131mlanan dikey y\u00fcklerden hesaplar. K\u00fctle da\u011f\u0131l\u0131m\u0131 analitik se\u00e7eneklere g\u00f6re de\u011fi\u015fiklik g\u00f6sterir ve diyafram s\u0131n\u0131rlamalar\u0131 i\u00e7in \u00f6zel dikkate al\u0131nmal\u0131d\u0131r.<\/p>\n

              Te\u015fekk\u00fcr Ederiz<\/strong><\/h4>\n

              ProtaStructure Suite \u00fcr\u00fcn ailesini tercih etti\u011finiz i\u00e7in te\u015fekk\u00fcr ederiz. Ayr\u0131ca yaz\u0131l\u0131m teknolojisi \u00e7\u00f6z\u00fcmlerimizle size m\u00fckemmel bir deneyim sunmay\u0131 taahh\u00fct ediyoruz. Teknik destek talepleriniz veya sorular\u0131n\u0131z i\u00e7in istedi\u011finiz zaman globalsupport@protayazilim.com<\/a> ve asiasupport@protayazilim.com<\/a> adreslerinden bizimle ileti\u015fime ge\u00e7ebilirsiniz. \u00c7evrimi\u00e7i destek merkezimiz ve teknik ekibimiz, Prota \u00e7\u00f6z\u00fcmlerinden en iyi \u015fekilde yararlanman\u0131z i\u00e7in haz\u0131rd\u0131r.<\/p>\n

              \u00d6zellikle kitapl\u0131k belgeleri, m\u00fchendislik konular\u0131nda tasar\u0131m ve teknik \u00e7\u00f6z\u00fcmler sunarak profesyonellere rehberlik eder.<\/p>\n

              Kitapl\u0131k Belgelerini Hemen \u0130nceleyin!<\/strong><\/p>\n

              https:\/\/protasoftware.com\/tr\/topluluk\/kitapl\u0131k\/<\/a><\/p>\n

              SSS<\/strong><\/h4>\n
                \n
              1. ProtaStructure Tasar\u0131m K\u0131lavuzu nedir?<\/strong>
                ProtaStructure Tasar\u0131m K\u0131lavuzu, dikey deprem etkileri ile ilgili olarak statik ve modal spektrum analiz y\u00f6ntemlerini i\u00e7eren kapsaml\u0131 talimatlar sunar.<\/li>\n
              2. Yakla\u015f\u0131k Statik Y\u00f6ntem nas\u0131l \u00e7al\u0131\u015f\u0131r?<\/strong>
                Statik y\u00f6ntem, dikey titre\u015fim modlar\u0131n\u0131 dikkate almadan, yer\u00e7ekimi y\u00fck\u00fc sonu\u00e7lar\u0131n\u0131 yatay spektral ivmenin bir k\u0131sm\u0131 ile \u00e7arpar.<\/li>\n
              3. Modal Spektrum Analizi Y\u00f6ntemi nedir?<\/strong>
                Bu y\u00f6ntem, dikey titre\u015fim modlar\u0131n\u0131 ve dikey ivme spektrumunu dikkate alarak deprem etkilerini daha do\u011fru bir \u015fekilde analiz eder.<\/li>\n
              4. ProtaStructure dikey k\u00fctleleri nas\u0131l hesaplar?<\/strong>
                ProtaStructure, diyafram s\u0131n\u0131rlamalar\u0131n\u0131 dikkate alarak dikey k\u00fctle da\u011f\u0131l\u0131m\u0131n\u0131 \u00f6l\u00fc y\u00fcklerden, canl\u0131 y\u00fcklerden ve kullan\u0131c\u0131 tan\u0131ml\u0131 dikey y\u00fcklerden otomatik olarak hesaplar.<\/li>\n
              5. ProtaStructure i\u00e7in nereden destek alabilirim?<\/strong>
                E\u011fitim ve teknik destek i\u00e7in                 Prota Yard\u0131m Merkezi<\/a> \u00fczerinden Prota Software Inc. ile ileti\u015fime ge\u00e7ebilirsiniz.<\/li>\n<\/ol>\n","protected":false},"excerpt":{"rendered":"

                ProtaStructure, tasar\u0131mda dikey deprem etkilerini etkili bir \u015fekilde ele al\u0131r. \u00d6zellikle iki farkl\u0131 y\u00f6ntem sunar: Yakla\u015f\u0131k Statik Y\u00f6ntem ve Modal Spektrum Analizi Y\u00f6ntemi.\u00a0 Ayr\u0131ca bu…<\/p>\n","protected":false},"author":1,"featured_media":935,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_whitepaper_youtube_videos":"","_whitepaper_youtube_url":"","_whitepaper_youtube_thumbnail":"","footnotes":""},"categories":[5],"tags":[9,10,11],"content_topic":[],"content_product":[],"content_region":[],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1012","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-blog","tag-design-guide","tag-vertical-earthquake-effects","tag-white-paper"],"yoast_head":"\nD\u00fc\u015fey Deprem Etkileri: Yeni Tasar\u0131m K\u0131lavuzu<\/title>\n<meta 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