{"id":1868,"date":"2026-08-03T21:35:05","date_gmt":"2026-08-03T21:35:05","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/yapisal-olmayan-elemanlarda-sismik-kuvvetler\/"},"modified":"2026-08-03T21:35:05","modified_gmt":"2026-08-03T21:35:05","slug":"yapisal-olmayan-elemanlarda-sismik-kuvvetler","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/yapisal-olmayan-elemanlarda-sismik-kuvvetler\/","title":{"rendered":"Yap\u0131sal Olmayan Elemanlarda Sismik Kuvvetler"},"content":{"rendered":"
\n

<\/a>Giri\u015f<\/span><\/span><\/span><\/a><\/h1>\n

ProtaStructure, yap\u0131sal olmayan eleman kuvvetlerini <\/span>EC8 B\u00f6l\u00fcm 4.3.5<\/span><\/b>‘e g\u00f6re hesaplar.<\/span><\/p>\n

Bu dok\u00fcmanda, yap\u0131sal olmayan elemanlar\u0131n deprem kuvveti hesap detaylar\u0131 ve sismik katsay\u0131 gibi parametreler a\u00e7\u0131klanm\u0131\u015ft\u0131r.<\/span><\/p>\n

<\/a>Bina Model Detaylar\u0131<\/span><\/span><\/span><\/a><\/h1>\n
\u00d6rnek bina modeli 7 normal kattan olu\u015fur. 3B g\u00f6r\u00fcn\u00fcm ve tipik kat plan g\u00f6r\u00fcn\u00fc\u015f\u00fc a\u015fa\u011f\u0131da g\u00f6sterilmi\u015ftir.<\/span><\/div>\n

<\/p>\n

<\/p>\n
\"Notlar\"<\/p>\n
Bina Analizinin ba\u015far\u0131yla tamamland\u0131\u011f\u0131ndan emin olun. Analiz sonu\u00e7lar\u0131n\u0131n do\u011fru oldu\u011funu bu makaledeki prosed\u00fcrleri kullanarak kontrol edin ve do\u011frulay\u0131n:<\/span>  Model Olu\u015fturma K\u0131lavuzu<\/a><\/div>\n

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

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

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

Kullan\u0131c\u0131 Aray\u00fcz\u00fc<\/span><\/span><\/a><\/h1>\n
1.  Y\u00fckleme<\/b> sekmesine gidin > Yap\u0131sal Olmayan Bile\u015fen Y\u00fckleri’ni se\u00e7in. 
<\/b><\/span><\/div>\n
    \n
  1. Yap\u0131sal Olmayan Eleman Kuvveti Hesaplay\u0131c\u0131s\u0131 a\u00e7\u0131l\u0131r. <\/span><\/li>\n<\/ol>\n

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

    <\/span><\/div>\n
    2.  Eleman eklemek i\u00e7in "Eleman Ekle<\/b>" \u00f6\u011fesine t\u0131klay\u0131n 
    <\/span><\/div>\n
    3.  <\/font>Eleman etiketi,<\/b> yap\u0131sal olmayan eleman tipi<\/b> (EC8 Tablo 4.4’e g\u00f6re), a\u011f\u0131rl\u0131k, kot<\/b> de\u011ferleri taban seviyesinden kullan\u0131c\u0131 taraf\u0131ndan tan\u0131mlanmal\u0131d\u0131r. <\/span><\/div>\n
      \n
    1. Sismik katsay\u0131 ve eleman kuvvetleri gibi di\u011fer parametreler EC8 B\u00f6l\u00fcm 4.3.5’e g\u00f6re hesaplan\u0131r.
      <\/span><\/li>\n<\/ol>\n
      <\/div>\n<\/div>\n

      Sismik Katsay\u0131<\/span><\/span><\/b><\/span><\/span><\/p>\n


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

      <\/span>EC8 4.3.5.2 (2)<\/span><\/b>‘ye g\u00f6re sismik katsay\u0131 <\/span>Sa<\/span><\/b>, “yap\u0131sal olmayan elemanlara uygulanan sismik katsay\u0131” olarak tan\u0131mlan\u0131r. Hesaplama detaylar\u0131,<\/span> 4.3.5.2 (3) <\/span><\/b>alt maddesinde verilir; bu maddede a\u015fa\u011f\u0131daki <\/span>(4.25)<\/span><\/b>  form\u00fcl\u00fc belirtilir. 
      <\/span><\/p>\n

      \n

      \n
      \n


      <\/span><\/p>\n<\/div>\n<\/h1>\n<\/div>\n

      \n
      \u03b1          <\/span><\/span><\/i>: Tip A zemin i\u00e7in tasar\u0131m yer ivmesinin, <\/span><\/span>\u03b1<\/span>g<\/span><\/sub><\/span><\/i>, yer\u00e7ekimi ivmesi g’ye oran\u0131<\/span><\/span><\/div>\n

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

      S<\/span>          <\/span><\/span><\/span><\/i>: Zemin fakt\u00f6r\u00fc<\/span><\/span><\/p>\n

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

      T<\/span>a<\/span>           <\/span><\/span><\/sub><\/span><\/i>: Yap\u0131sal olmayan eleman\u0131n hakim titre\u015fim periyodu<\/span><\/span><\/p>\n

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

      T<\/span>1<\/span>           <\/span><\/span><\/sub><\/span><\/i>: Binan\u0131n ilgili do\u011frultudaki hakim titre\u015fim periyodu<\/span><\/span><\/p>\n

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

      z<\/span>          <\/span><\/span><\/span><\/i>: Yap\u0131sal olmayan eleman\u0131n, sismik
      <\/span>   <\/span><\/span>etkinin uyguland\u0131\u011f\u0131 seviyenin (temel veya rijit bodrum kat\u0131n \u00fcst\u00fc) \u00fczerindeki y\u00fcksekli\u011fi<\/span><\/span><\/p>\n

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

      H<\/span>         <\/span><\/span><\/span><\/i>: Temelden veya rijit bodrum kat\u0131n \u00fcst\u00fcnden \u00f6l\u00e7\u00fclen bina y\u00fcksekli\u011fi<\/span><\/span><\/p>\n

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

      <\/p>\n

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

      <\/a>Sismik Kuvvet<\/span><\/span><\/a><\/h1>\n

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

      <\/span>EC8 4.3.5.2 (2)<\/span><\/b>‘ye g\u00f6re yatay sismik kuvvet F<\/span>a<\/span><\/sub>, “en elveri\u015fsiz do\u011frultuda, yap\u0131sal olmayan eleman\u0131n k\u00fctle merkezinde etkiyen yatay sismik kuvvet” olarak tan\u0131mlan\u0131r. Hesaplama detaylar\u0131 <\/span>4.3.5.2 (3)<\/span><\/b> alt maddesinde verilmi\u015f olup, a\u015fa\u011f\u0131daki <\/span>(4.24)<\/span><\/b>  form\u00fcl\u00fc belirtilir.<\/span><\/p>\n

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

       <\/span>
      <\/span><\/p>\n

      S<\/span>a<\/span><\/sub><\/span><\/i>        <\/span><\/span>: Yap\u0131sal olmayan elemanlara uygulanan sismik katsay\u0131 <\/span><\/span><\/p>\n

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

      W<\/span>a<\/span><\/sub><\/span><\/i>          <\/span><\/span><\/sub>: Yap\u0131sal olmayan eleman\u0131n a\u011f\u0131rl\u0131\u011f\u0131<\/span><\/span><\/p>\n

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

      q<\/span>a<\/span><\/sub><\/span><\/i>         <\/span><\/span>: Yap\u0131sal olmayan eleman\u0131n davran\u0131\u015f katsay\u0131s\u0131<\/span><\/span><\/p>\n

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

      \u03b3<\/span><\/span>a<\/span><\/span><\/sub><\/i>         <\/span><\/span>: Eleman\u0131n \u00f6nem katsay\u0131s\u0131, <\/span>EC8 4.3.5.3<\/span><\/b>‘e g\u00f6re<\/p>\n


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

      <\/a>\u00d6zet<\/span><\/span><\/a><\/h1>\n

      <\/b><\/p>\n

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

      Bu makalede, yap\u0131sal olmayan elemanlar \u00fczerinde etkiyen sismik kuvvetlerin <\/span>EC8 Madde 4.3.5<\/span><\/b>‘e g\u00f6re hesap detaylar\u0131 a\u00e7\u0131klanm\u0131\u015ft\u0131r. “Yap\u0131sal Olmayan Eleman Kuvveti Hesaplay\u0131c\u0131s\u0131” makrosunun sonu\u00e7lar\u0131 elle yap\u0131lan hesaplarla do\u011frulanm\u0131\u015ft\u0131r. <\/span><\/p>\n

      <\/span>ProtaStructure, Yap\u0131sal Olmayan Elemanlar \u00fczerindeki sismik kuvvetleri (ASCE 7 – 16)’ya g\u00f6re de hesaplayabilir. Kullan\u0131c\u0131 aray\u00fcz\u00fc ve hesaplama detaylar\u0131 ekte verilmi\u015ftir.  <\/span><\/span><\/div>\n
      <\/div>\n<\/div>\n<\/div>\n<\/div>\n
      <\/div>\n","protected":false},"excerpt":{"rendered":"

      ProtaStructure’\u0131n EC8 4.3.5’e g\u00f6re yap\u0131sal olmayan elemanlara etkiyen sismik kuvvetleri nas\u0131l hesaplad\u0131\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":[19,47],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1868","wiki","type-wiki","status-publish","hentry","category-technical-manuals","category-structural-modelling"],"yoast_head":"\nSismik Kuvvet Hesab\u0131: Yap\u0131sal Olmayan Elemanlar (EC8)<\/title>\n<meta name=\"description\" content=\"Yap\u0131sal olmayan elemanlarda sismik kuvvet hesab\u0131n\u0131 EC8 4.3.5'e g\u00f6re \u00f6\u011frenin. 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