{"id":1934,"date":"2026-08-03T21:35:49","date_gmt":"2026-08-03T21:35:49","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/guclu-kolon-zayif-kiris-kontrolu-nbci-2016\/"},"modified":"2026-08-04T07:38:41","modified_gmt":"2026-08-04T07:38:41","slug":"guclu-kolon-zayif-kiris-kontrolu-nbci-2016","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/guclu-kolon-zayif-kiris-kontrolu-nbci-2016\/","title":{"rendered":"ProtaStructure’da G\u00fc\u00e7l\u00fc Kolon-Zay\u0131f Kiri\u015f Kontrol\u00fc (NBCI 2016)"},"content":{"rendered":"
\u00d6zet<\/strong><\/h6>\n

NBCI 2016 ile ProtaStructure’da G\u00fc\u00e7l\u00fc Kolon-Zay\u0131f Kiri\u015f Kontrol\u00fc<\/strong><\/h3>\n

ProtaStructure Suite<\/strong>, y\u00fckleme, deprem tasar\u0131m\u0131 ve \u00e7elik ile betonarme tasar\u0131m\u0131na ili\u015fkin standartlar dahil olmak \u00fczere Hint Y\u00f6netmeliklerini (NBCI)<\/strong> tam olarak destekler. Bu destek, Hindistan’daki projelerde \u00e7al\u0131\u015fan m\u00fchendisler i\u00e7in uyumluluk ve do\u011fruluk sa\u011flar. NBCI 2016 Ek F’de yer alan yap\u0131sal tasar\u0131m\u0131n kritik unsurlar\u0131ndan biri, deprem tasar\u0131m\u0131nda s\u00fcneklik ve g\u00fcvenli\u011fi sa\u011flayan g\u00fc\u00e7l\u00fc kolon-zay\u0131f kiri\u015f kontrol\u00fc<\/strong>d\u00fcr.<\/p>\n

G\u00fc\u00e7l\u00fc Kolon-Zay\u0131f Kiri\u015f Kontrol S\u00fcreci<\/strong><\/h3>\n

Bina analizi tamamland\u0131ktan sonra ProtaStructure, hem global hem de yerel s\u00fcneklik ko\u015fullar\u0131n\u0131 otomatik olarak kontrol eder. Bu kontrol, kiri\u015f-kolon birle\u015fim noktalar\u0131nda kolonlar\u0131n kiri\u015flerden daha g\u00fc\u00e7l\u00fc kalmas\u0131n\u0131n do\u011frulanmas\u0131n\u0131 kapsar; bu, deprem s\u0131ras\u0131nda y\u0131k\u0131c\u0131 g\u00f6\u00e7meleri \u00f6nlemede temel bir ilkedir.<\/p>\n

S\u00fcre\u00e7 \u015funlar\u0131 i\u00e7erir:<\/p>\n

    \n
  1. Kiri\u015f-Kolon Birle\u015fim Davran\u0131\u015f\u0131n\u0131n Analizi<\/strong>: Deprem s\u0131ras\u0131nda kiri\u015flerden aktar\u0131lan kuvvetlerin kolonlar taraf\u0131ndan yeterince kar\u015f\u0131lanmas\u0131n\u0131n sa\u011flanmas\u0131.<\/li>\n
  2. Global S\u00fcneklik Kontrol\u00fc<\/strong>: Yap\u0131n\u0131n deprem y\u00fcklerine dayanabilmesi i\u00e7in genel s\u00fcnekli\u011finin do\u011frulanmas\u0131.<\/li>\n
  3. Yerel S\u00fcneklik Kontrol\u00fc<\/strong>: Her bir birle\u015fim noktas\u0131n\u0131n deformasyon ve kuvvet da\u011f\u0131l\u0131m\u0131na ili\u015fkin y\u00f6netmelik gereksinimlerini kar\u015f\u0131lamas\u0131n\u0131n sa\u011flanmas\u0131.<\/li>\n<\/ol>\n

    Bu dok\u00fcman, 4 katl\u0131 bir binan\u0131n say\u0131sal \u00f6rne\u011fi \u00fczerinden bu kontrolleri ad\u0131m ad\u0131m a\u00e7\u0131klayarak NBCI 2016 Ek F<\/strong> ile uyumlulu\u011fu g\u00f6stermektedir.<\/p>\n

    ProtaStructure ve Ger\u00e7ek D\u00fcnya Uygulamalar\u0131<\/strong><\/h3>\n

    ProtaStructure, Hindistan’daki bina projelerinin deprem g\u00fcvenli\u011fi standartlar\u0131n\u0131 etkin bi\u00e7imde kar\u015f\u0131lamas\u0131n\u0131 sa\u011flar:<\/p>\n