{"id":1545,"date":"2026-08-03T21:31:32","date_gmt":"2026-08-03T21:31:32","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/konsol-istinat-duvari-hesap-makrosu\/"},"modified":"2026-08-03T21:31:32","modified_gmt":"2026-08-03T21:31:32","slug":"konsol-istinat-duvari-hesap-makrosu","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/konsol-istinat-duvari-hesap-makrosu\/","title":{"rendered":"Konsol \u0130stinat Duvar\u0131 Hesap Makrosu"},"content":{"rendered":"

Genel
<\/h1>\n
Konsol istinat duvarlar\u0131 bu makro komutu kullan\u0131larak analiz edilebilir, tasarlanabilir ve detayland\u0131r\u0131labilir. Raporlar\u0131 olu\u015fturulabilir ve mevcut ProtaStructure model raporlar\u0131yla birle\u015ftirilebilir.<\/span><\/div>\n
<\/div>\n
<\/p>\n
ProtaStructure, deprem etkilerini dikkate almayan Rankine ve Coulomb Toprak Bas\u0131nc\u0131 Teorileri yerine istinat duvar\u0131 tasar\u0131m\u0131nda Mononobe-Okabe y\u00f6ntemini kullan\u0131r.<\/div>\n

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

Kapsam ve S\u0131n\u0131rlamalar 
<\/h1>\n
Tasar\u0131mda a\u015fa\u011f\u0131daki y\u00f6netmelikler dikkate al\u0131n\u0131r:<\/div>\n
    \n
  1. Amerikan Y\u00f6netmelikleri (ACI318-14 & ASCE7-16)<\/li>\n
  2. Avrupa Y\u00f6netmelikleri (EC2, EC7 & EC8)<\/li>\n
  3. T\u00fcrk Y\u00f6netmelikleri (TS500, TS7994 & TSC-2018)<\/li>\n<\/ol>\n

    Gezinme
    <\/h1>\n
      \n
    1. \n
      Tasar\u0131m K\u00fct\u00fcphaneleri<\/i><\/b> (A\u00e7\u0131l\u0131r Liste) > Konsol \u0130stinat Duvar\u0131<\/i><\/b>‘na gidin<\/span><\/div>\n<\/li>\n
    2. \n
      Alternatif olarak, Komut Sat\u0131r\u0131 alt\u0131nda "\u0130stinat Duvar\u0131" komutunu girin<\/span><\/div>\n<\/li>\n<\/ol>\n

      Girdi Parametreleri
      <\/h1>\n
      Geometri, zemin parametreleri ve analiz se\u00e7enekleri bu sekme kontrol\u00fc kullan\u0131larak se\u00e7ilebilir. T\u00fcm tasar\u0131m s\u00fcreci, sekmelerdeki alanlar ve se\u00e7enekler ayarlanarak ilerler.<\/span><\/div>\n
      <\/div>\n
      Dinamik Model G\u00f6r\u00fcn\u00fcm\u00fc<\/span><\/u><\/b><\/div>\n
      \u0130stinat duvar\u0131 kesitinin dinamik g\u00f6r\u00fcn\u00fcm\u00fc bu alanda g\u00f6sterilir. Girdide yap\u0131lan her de\u011fi\u015fiklik bu g\u00f6r\u00fcnt\u00fcy\u00fc an\u0131nda g\u00fcnceller.<\/span><\/div>\n
      <\/div>\n
      Analiz Sonucu ve \u00d6zeti<\/span><\/u><\/b><\/div>\n
      Devrilme g\u00fcvenli\u011fi, kayma g\u00fcvenli\u011fi, toplam g\u00f6\u00e7me ve zemin ta\u015f\u0131ma g\u00fcc\u00fc kontrollerinin \u00f6zeti hem sismik (EQ) hem de sismik olmayan (Non EQ) senaryolar i\u00e7in g\u00f6sterilir. Girdide yap\u0131lan her de\u011fi\u015fiklikle birlikte otomatik olarak g\u00fcncellenir.<\/span><\/div>\n
      <\/div>\n
      <\/div>\n
      \n

      Topuk Taban Plakas\u0131 Olmayan \u0130stinat Duvarlar\u0131n\u0131n Tasar\u0131m\u0131<\/span>
      <\/h1>\n
      Topuk taban plakas\u0131 kullan\u0131lmad\u0131\u011f\u0131nda istinat duvar\u0131 tasar\u0131m\u0131 daha zor hale gelir. Optimum bir tasar\u0131m i\u00e7in genellikle topuklu tasar\u0131m tercih edilir. Topuk taban plakas\u0131 olmad\u0131\u011f\u0131nda, stabilite ve zemin bas\u0131nc\u0131 hesaplamalar\u0131 arka dolgunun olumlu etkisinden yararlanamaz.<\/div>\n<\/div>\n
      <\/div>\n
      Arka dolgunun kaz\u0131s\u0131n\u0131n sorunlu olmas\u0131 ve taban plakas\u0131n\u0131n in\u015fas\u0131 i\u00e7in pratik bir y\u00f6ntem bulunmamas\u0131 gibi durumlarda, topuk taban plakas\u0131 olmayan bir istinat duvar\u0131 tasarlaman\u0131z gerekebilir.<\/div>\n
      <\/div>\n
      \u0130stinat duvar\u0131 tasar\u0131m algoritmas\u0131 ve veri giri\u015fi, topuksuz istinat duvarlar\u0131n\u0131n tasar\u0131m\u0131na imkan tan\u0131r.<\/div>\n
      <\/p>\n
      Ancak stabilite ve temel zemin bas\u0131nc\u0131 kontrollerinin sa\u011flanmas\u0131n\u0131n daha zor olabilece\u011fini unutmay\u0131n. Daha uzun bir u\u00e7 taban plakas\u0131 veya bir kesme kamas\u0131 tasarlamak gibi ek \u00f6nlemler alman\u0131z gerekebilir.<\/div>\n

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

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

      Konsol istinat duvarlar\u0131n\u0131n ProtaStructure’da Mononobe-Okabe y\u00f6ntemiyle analiz, tasar\u0131m ve detayland\u0131rma s\u00fcrecini anlatan hesap makrosu k\u0131lavuzu.<\/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":[59,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1545","wiki","type-wiki","status-publish","hentry","category-calculation-macros","category-technical-manuals"],"yoast_head":"\nKonsol \u0130stinat Duvar\u0131 Hesap Makrosu | ProtaStructure<\/title>\n<meta name=\"description\" content=\"Konsol istinat duvar\u0131 tasar\u0131m\u0131n\u0131 ProtaStructure Suite'te Mononobe-Okabe y\u00f6ntemiyle nas\u0131l analiz edip detayland\u0131raca\u011f\u0131n\u0131z\u0131 \u00f6\u011frenin, hemen inceleyin.\" \/>\n<meta name=\"robots\" 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