{"id":1517,"date":"2026-08-03T21:31:14","date_gmt":"2026-08-03T21:31:14","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/protastructure-asce-41-deprem-degerlendirme-pbd\/"},"modified":"2026-08-04T07:38:58","modified_gmt":"2026-08-04T07:38:58","slug":"protastructure-asce-41-deprem-degerlendirme-pbd","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/protastructure-asce-41-deprem-degerlendirme-pbd\/","title":{"rendered":"ProtaStructure Tasar\u0131m K\u0131lavuzu: ASCE 41 Deprem De\u011ferlendirmesi ve Performansa Dayal\u0131 Tasar\u0131m"},"content":{"rendered":"

Giri\u015f<\/h3>\n

ASCE\/SEI 41-17 \u2014 “Mevcut Binalar\u0131n Deprem De\u011ferlendirmesi ve G\u00fc\u00e7lendirilmesi” \u2014 mevcut yap\u0131larda deprem performans\u0131n\u0131n de\u011ferlendirilmesi i\u00e7in end\u00fcstri standard\u0131d\u0131r. Performansa dayal\u0131 tasar\u0131m ilkelerini kullan\u0131r. Standart \u00fc\u00e7 a\u015famal\u0131 bir s\u00fcre\u00e7 tan\u0131mlar: ilk tarama, detayl\u0131 analiz (do\u011frusal ve do\u011frusal olmayan) ve net performans hedeflerine g\u00f6re kabul kontrolleri. Yetersizlik bazl\u0131 ve kapasite odakl\u0131 yakla\u015f\u0131mlar\u0131n ikisini de kapsar. Temeller, ta\u015f\u0131y\u0131c\u0131 sistem \u00e7er\u00e7eveleri (\u00e7elik, betonarme, y\u0131\u011fma, ah\u015fap, so\u011fuk \u015fekillendirilmi\u015f \u00e7elik), yap\u0131sal olmayan bile\u015fenler ve \u00f6zel sistemler (sismik izolasyon, enerji s\u00f6n\u00fcmleme) deprem y\u00fck\u00fc alt\u0131nda belirlenen g\u00fcvenlik ve i\u015flevsellik d\u00fczeylerini sa\u011flamal\u0131d\u0131r.<\/p>\n

ASCE 41\/17 Deprem Tan\u0131mlar\u0131<\/h3>\n

Standart d\u00f6rt performans d\u00fczeyi tan\u0131mlar: \u0130\u015flevsel (1-A), Hemen Kullan\u0131m (1-B), Can G\u00fcvenli\u011fi (3-C) ve G\u00f6\u00e7menin \u00d6nlenmesi (5-D). D\u00f6rt tehlike d\u00fczeyi de tan\u0131mlan\u0131r: BSE-1E, BSE-2E, BSE-1N ve BSE-2N. Her d\u00fczey 50 y\u0131ll\u0131k a\u015f\u0131lma olas\u0131l\u0131\u011f\u0131yla ili\u015fkilendirilir. Zemin ko\u015fullar\u0131, spektral b\u00fcy\u00fctme i\u00e7in alt\u0131 kategoriye ayr\u0131l\u0131r. Spektral parametreler (Ss, S1, SXS, SX1) ve genel bir yatay tepki spektrumu tan\u0131t\u0131l\u0131r.<\/p>\n

ASCE 41-17 Bina De\u011ferlendirmesi<\/h3>\n

ProtaStructure, 3. Kademe Sistematik De\u011ferlendirme y\u00f6ntemini kullan\u0131r. Bu y\u00f6ntem kapsaml\u0131 veri toplama ve durum tespiti gerektirir. M\u00fchendisler geli\u015fmi\u015f do\u011frusal ve do\u011frusal olmayan modeller olu\u015fturur. Bir bilgi d\u00fczeyi katsay\u0131s\u0131 (\u03ba) atan\u0131r ve performans hedefleri belirlenir. Her bile\u015fen i\u00e7in Talep-Kapasite Oranlar\u0131 (DCR) hesaplan\u0131r. Gerekli g\u00f6r\u00fclen yerlerde g\u00fc\u00e7lendirme \u00f6nlemleri tasarlan\u0131r.<\/p>\n

Do\u011frusal Y\u00f6ntemler<\/h3>\n

Do\u011frusal Statik Y\u00f6ntem (LSP), \u00a77.4.1’e g\u00f6re e\u015fde\u011fer statik kuvvetler uygular. Do\u011frusal Dinamik Y\u00f6ntem (LDP), \u00a77.4.2.1’e g\u00f6re modal analiz veya tepki spektrumu analizi kullan\u0131r. Bile\u015fenler kuvvet kontroll\u00fc (gevrek) veya deformasyon kontroll\u00fc (s\u00fcnek) olarak s\u0131n\u0131fland\u0131r\u0131l\u0131r. Kabul kriteri, de\u011fi\u015ftirilmi\u015f kapasitelerin taleplerden b\u00fcy\u00fck olmas\u0131n\u0131 gerektirir:
\n\u2022 Deformasyon kontroll\u00fc: mk\u00b7QCE > QUD
\n\u2022 Kuvvet kontroll\u00fc: k\u00b7QCL > QUF<\/p>\n

Do\u011frusal Olmayan Y\u00f6ntemler<\/h3>\n

Do\u011frusal Olmayan Statik Y\u00f6ntem (NSP), tam omurga e\u011frileri ve d\u00fc\u015fey y\u00fckler ile art\u0131msal itme analizi kullan\u0131r. Bu e\u011friler, C0, C1 ve C2 katsay\u0131lar\u0131yla iki do\u011frulu (bilinear) yakla\u015f\u0131mlara indirgenir. Do\u011frusal Olmayan Dinamik Y\u00f6ntem (NDP), ger\u00e7ek yer hareketleri alt\u0131nda zaman tan\u0131m alanl\u0131 sim\u00fclasyonlar \u00e7al\u0131\u015ft\u0131r\u0131r. Her iki y\u00f6ntem de yak\u0131nsama kontrolleri i\u00e7erir. Kabul kriterlerini sa\u011flamalar\u0131 gerekir:
\n\u2022 Kuvvet kontroll\u00fc: \u03b3\u00b7\u03c7\u00b7(QUF \u2013 QG)+QG \u2264 QCL
\n\u2022 Deformasyon kontroll\u00fc: plastik d\u00f6nme s\u0131n\u0131rlar\u0131<\/p>\n

ProtaStructure’da ASCE 41-17 Uygulamas\u0131<\/strong><\/h3>\n

Kullan\u0131c\u0131lar model geometrisini, malzemeleri ve sonlu eleman a\u011f\u0131n\u0131 tan\u0131mlar. Mevcut donat\u0131y\u0131 detayl\u0131 olarak veya genel\/eleman oranlar\u0131yla girer. Deprem y\u00f6netmeli\u011fi olarak ASCE7 [2016] se\u00e7ilir. Kullan\u0131c\u0131lar deprem parametrelerini (SDS, SD1, Fa, Fv, s\u00f6n\u00fcm) belirler. Kolonlar, perde duvarlar ve kiri\u015fler i\u00e7in dayan\u0131m azaltma katsay\u0131lar\u0131 atan\u0131r.<\/p>\n

Mevcut Bina De\u011ferlendirmesi<\/strong><\/h3>\n

De\u011ferlendirme Sihirbaz\u0131, kullan\u0131c\u0131lara y\u00f6ntem se\u00e7iminde (LSP, LDP, NSP, NSP \u00c7oklu Mod, NDP) rehberlik eder. Bilgi d\u00fczeyi katsay\u0131s\u0131 atamas\u0131n\u0131 ve performans hedefi belirlemeyi kapsar. Kullan\u0131c\u0131lar NDP i\u00e7in yer hareketlerini se\u00e7er ve \u00f6l\u00e7eklendirir. Sihirbaz analizleri \u00e7al\u0131\u015ft\u0131r\u0131r; her do\u011frultu ve mod i\u00e7in ger\u00e7ek zamanl\u0131 kay\u0131tlar\u0131 ve ilerleme \u00e7ubuklar\u0131n\u0131 g\u00f6sterir.<\/p>\n

Detayl\u0131 bilgi i\u00e7in a\u015fa\u011f\u0131daki d\u00fc\u011fmeye t\u0131klayarak PDF’yi inceleyebilirsiniz.<\/h4>\n

Ek Kaynaklar<\/h3>\n

Kaynaklar ve \u00f6rnekler i\u00e7in Prota Software Topluluk Sayfas\u0131<\/a>‘n\u0131 ziyaret edebilirsiniz. Webinar Kay\u0131tlar\u0131<\/a>‘na, Proje Galerisi<\/a>‘ne ve YouTube Kanal\u0131m\u0131za<\/a> buradan ula\u015fabilirsiniz.<\/p>\n


\nBelgeyi A\u00e7
\n<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"

ASCE\/SEI 41-17 kapsam\u0131nda mevcut binalarda deprem de\u011ferlendirmesi, performansa dayal\u0131 tasar\u0131m (PBD) y\u00f6ntemleri ve ProtaStructure’da uygulama ad\u0131mlar\u0131 ele al\u0131n\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":[63,19],"whitepaper_topic":[],"whitepaper_product":[],"whitepaper_type":[],"class_list":["post-1517","wiki","type-wiki","status-publish","hentry","category-protastructure-design-guides","category-technical-manuals"],"yoast_head":"\nASCE 41 Deprem De\u011ferlendirmesi Rehberi | ProtaStructure<\/title>\n<meta name=\"description\" content=\"ASCE 41 deprem de\u011ferlendirmesi ile mevcut binalarda performansa dayal\u0131 tasar\u0131m s\u00fcrecini ProtaStructure'da uygulay\u0131n; PDF k\u0131lavuzunu hemen indirin.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/protastructure-asce-41-deprem-degerlendirme-pbd\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"ProtaStructure Tasar\u0131m K\u0131lavuzu: ASCE 41 Deprem De\u011ferlendirmesi ve Performansa Dayal\u0131 Tasar\u0131m\" \/>\n<meta property=\"og:description\" content=\"ASCE 41 deprem de\u011ferlendirmesi ile mevcut binalarda performansa dayal\u0131 tasar\u0131m s\u00fcrecini ProtaStructure'da uygulay\u0131n; 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