{"id":1584,"date":"2026-08-03T21:31:57","date_gmt":"2026-08-03T21:31:57","guid":{"rendered":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eurocode-8-perde-moment-kesme-tasarim-zarfi\/"},"modified":"2026-08-03T21:31:57","modified_gmt":"2026-08-03T21:31:57","slug":"eurocode-8-perde-moment-kesme-tasarim-zarfi","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/tr\/destek\/teknik-kilavuzlar\/eurocode-8-perde-moment-kesme-tasarim-zarfi\/","title":{"rendered":"Eurocode 8’e G\u00f6re Perde E\u011filme Momenti ve Kesme Tasar\u0131m Zarf\u0131"},"content":{"rendered":"
ProtaStructure <\/span>2025<\/span><\/b> s\u00fcr\u00fcm\u00fcnden itibaren yap\u0131lan \u00f6nemli bir geli\u015ftirme, perde duvarlarda e\u011filme momenti ve kesme kuvveti tasar\u0131m zarflar\u0131n\u0131n kullan\u0131lmas\u0131d\u0131r.<\/span><\/p>\n

Yap\u0131n\u0131n dinamik davran\u0131\u015f\u0131ndaki belirsizlikler g\u00f6z \u00f6n\u00fcnde bulundurularak, H<\/span><\/span>w<\/span><\/span>\/L<\/span><\/span>w <\/span><\/span>\u2265 2 olan s\u00fcnek perde duvarlar\u0131n taban mafsal\u0131n\u0131n \u00fczerinde elastik kalmas\u0131n\u0131 sa\u011flamak amac\u0131yla, analizden elde edilen tasar\u0131m e\u011filme momentleri ve kesme kuvvetleri b\u00fcy\u00fct\u00fcl\u00fcr.<\/span><\/p>\n

ProtaStructure art\u0131k \u00e7ekme kaymas\u0131 de\u011ferini otomatik olarak hesaplayacak ve<\/span> Eurocode 8 – 5.4.2.4<\/span><\/b>‘te belirtilen y\u00f6nteme g\u00f6re e\u011filme momenti ve kesme kuvveti zarflar\u0131n\u0131 uygulayacakt\u0131r.<\/span><\/p>\n

Tasar\u0131m zarf\u0131 de\u011ferlerini <\/span>Kolon Donat\u0131 Tasar\u0131m\u0131 > Perde Tasar\u0131m Zarf\u0131 <\/span><\/b>penceresinden inceleyebilir ve de\u011fi\u015ftirebilirsiniz.<\/span><\/span>
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E\u011filme Momenti Tasar\u0131m Zarf\u0131<\/span>
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Analizden elde edilen e\u011filme momenti diyagram\u0131ndan do\u011frusal bir zarf olu\u015fturulabilir.<\/span><\/span><\/p>\n

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Bu diyagram, kesme kuvveti i\u00e7in Ta\u015f\u0131ma G\u00fcc\u00fc S\u0131n\u0131r Durumu do\u011frulamas\u0131nda benimsenen bas\u0131n\u00e7 \u00e7ubu\u011fu e\u011fim a\u00e7\u0131s\u0131yla uyumlu olarak, <\/span>Eurocode 8 – 5.4.2.4 (5)<\/span><\/b>‘te \u00e7ekme kaymas\u0131 olarak tan\u0131mlanan a<\/span><\/span>1<\/span><\/span> mesafesi kadar yukar\u0131 kayd\u0131r\u0131lmal\u0131d\u0131r.<\/span><\/span><\/div>\n

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\u00c7ekme Kaymas\u0131 Uzunlu\u011fu i\u00e7in Kullan\u0131c\u0131 Tan\u0131ml\u0131 Bas\u0131n\u00e7 \u00c7ubu\u011fu E\u011fim A\u00e7\u0131s\u0131, \u03b8<\/span><\/span><\/h3>\n
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ProtaStructure’da \u00e7ekme kaymas\u0131 hesab\u0131 i\u00e7in varsay\u0131lan<\/span> Bas\u0131n\u00e7 \u00c7ubu\u011fu E\u011fim A\u00e7\u0131s\u0131, \u03b8<\/span><\/b>, de\u011feri <\/span>21.8\u00b0<\/span><\/b>‘dir; bu da <\/span>cot(\u03b8) = 2.5<\/span><\/b> de\u011ferini verir.<\/span><\/span><\/p>\n

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\u00c7ekme kaymas\u0131 uzunlu\u011fu \u015fu form\u00fclle hesaplan\u0131r:<\/span> a<\/span><\/b><\/span>1 <\/span><\/b><\/span>= L<\/span><\/b><\/span>w <\/span><\/b><\/span>cot(\u03b8).<\/span><\/b><\/p>\n

Bas\u0131n\u00e7 \u00e7ubu\u011fu e\u011fim a\u00e7\u0131s\u0131n\u0131n de\u011feri 21.8 ile 45 derece aras\u0131nda de\u011fi\u015fir. Kullan\u0131c\u0131ya bu konuda esneklik sa\u011flamak i\u00e7in “<\/span>Tasar\u0131m Zarf\u0131 \u00c7ekme Kaymas\u0131 i\u00e7in Bas\u0131n\u00e7 \u00c7ubu\u011fu E\u011fim A\u00e7\u0131s\u0131<\/span><\/b>” ad\u0131nda yeni bir ayar eklenmi\u015ftir. Bu ayara <\/span>Ayarlar > Kolon & Perde > Tasar\u0131m<\/span><\/b> \u00fczerinden eri\u015filebilir.<\/span><\/p>\n

Buraya girilen de\u011fer, hesaplanan bas\u0131n\u00e7 \u00e7ubu\u011fu e\u011fim a\u00e7\u0131s\u0131n\u0131n yerini al\u0131r. S\u0131f\u0131r b\u0131rak\u0131ld\u0131\u011f\u0131nda, \u00e7ekme kaymas\u0131 uzunlu\u011fu varsay\u0131lan <\/span>cot(\u03b8) = 2.5<\/span><\/b> de\u011feri kullan\u0131larak hesaplan\u0131r.<\/span><\/span><\/div>\n


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Kesme Tasar\u0131m Zarf\u0131
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Eurocode 8 \u2013 5.4.2.4 (6)’ya g\u00f6re, birincil deprem perdesinin taban\u0131nda akma olu\u015ftuktan sonra kesme kuvvetlerinde meydana gelebilecek art\u0131\u015f dikkate al\u0131nmal\u0131d\u0131r. Bu gereklilik, bina taban\u0131ndan veya bodrum kat\u0131ndan itibaren Hw\/3 uzunlu\u011fundaki kritik perde y\u00fcksekli\u011finde, tasar\u0131m kesme kuvvetlerinin analiz kesme kuvvetlerine g\u00f6re %50 (DCM i\u00e7in) art\u0131r\u0131lmas\u0131yla sa\u011flanabilir. DCH yap\u0131lar i\u00e7in kesme b\u00fcy\u00fctme katsay\u0131s\u0131 Eurocode 8 E\u015fitlik 5.25 ile hesaplan\u0131r.<\/span><\/span><\/p>\n

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Kullan\u0131c\u0131 Tan\u0131ml\u0131 Kesme B\u00fcy\u00fctme Katsay\u0131s\u0131, \u03b5<\/span>
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ProtaStructure, her perde hatt\u0131 i\u00e7in d\u00fczenlenebilen kesme b\u00fcy\u00fctme katsay\u0131s\u0131 i\u00e7in kullan\u0131c\u0131 tan\u0131ml\u0131 bir parametre sunar. Varsay\u0131lan ve minimum de\u011fer <\/span><\/span>1.5<\/b>‘tir; maksimum de\u011fer ise perde do\u011frultusunda analizde kullan\u0131lan ‘<\/span><\/span>q<\/b>‘ katsay\u0131s\u0131d\u0131r. ProtaStructure, kritik y\u00fckseklik i\u00e7indeki analiz kesme kuvvetlerini bu katsay\u0131yla b\u00fcy\u00fct\u00fcr. Kesme diyagram\u0131, \u00fcstteki de\u011fer olan V<\/span><\/span>perde,taban<\/b><\/span><\/span>\/2<\/b>‘ye do\u011frusal olarak ba\u011flan\u0131r.<\/span><\/span><\/p>\n

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Perde U\u00e7 B\u00f6lgesi (S\u0131n\u0131r Elemanlar\u0131) Toplu D\u00fczenleme<\/span>
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Perde u\u00e7 b\u00f6lgeleri veya s\u0131n\u0131r elemanlar\u0131, \u00f6zellikle perdelerin kritik plastik b\u00f6lgelerinde s\u00fcnek davran\u0131\u015f\u0131n sa\u011flanmas\u0131 i\u00e7in gereklidir.<\/span><\/span><\/p>\n

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Her deprem y\u00f6netmeli\u011fi, u\u00e7 b\u00f6lgelerinin hesaplanmas\u0131 ve k\u0131salt\u0131lmas\u0131na ili\u015fkin farkl\u0131 kurallar i\u00e7erir.<\/span><\/p>\n

ACI ve Eurocode, u\u00e7 b\u00f6lgesi uzunlu\u011fu hesab\u0131nda birim \u015fekil de\u011fi\u015ftirmeye dayal\u0131 bir yakla\u015f\u0131m izlerken, T\u00fcrk y\u00f6netmeli\u011fi perde uzunlu\u011funun minimum bir oran\u0131n\u0131 gerektirir.<\/span><\/p>\n

Baz\u0131 y\u00f6netmeliklerde kritik y\u00fckseklik d\u0131\u015f\u0131nda u\u00e7 b\u00f6lgesi gerekmeyebilir; di\u011ferlerinde ise azalt\u0131lm\u0131\u015f bir u\u00e7 b\u00f6lgesi uzunlu\u011fu kullan\u0131l\u0131r.<\/span><\/p>\n

ProtaStructure, perde ve \u00e7ekirdek perde u\u00e7 b\u00f6lgelerini (s\u0131n\u0131r elemanlar\u0131n\u0131) uzun s\u00fcredir desteklemektedir. Yeni s\u00fcr\u00fcmde bu \u00f6zellik geli\u015ftirildi. Art\u0131k kritik y\u00fcksekli\u011fi, u\u00e7 b\u00f6lgesi kullan\u0131m\u0131n\u0131<\/b> ve u\u00e7 b\u00f6lgesi uzunlu\u011funu<\/b> toplu d\u00fczenleme arac\u0131yla kolayca ayarlayabilirsiniz.<\/span>
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ProtaStructure, s\u0131n\u0131r elemanlar\u0131n\u0131n uzunlu\u011funu otomatik olarak hesaplamaz. Dikd\u00f6rtgen perdelerde kritik b\u00f6lgedeki varsay\u0131lan u\u00e7 b\u00f6lgesi uzunlu\u011fu <\/span>0.2Lw <\/span><\/b>‘dir, kritik b\u00f6lge d\u0131\u015f\u0131nda ise <\/span>0.1Lw <\/span><\/b>‘dir. Bu de\u011ferler, yeni eklenen d\u00fczenleyici kullan\u0131larak de\u011fi\u015ftirilebilir.<\/span><\/span><\/span><\/span><\/span><\/p>\n

\u00c7ekirdek perdelerde u\u00e7 b\u00f6lgesi d\u00fczeni, Polyline Perde D\u00fczenleyici<\/a> i\u00e7indeki otomatik ara\u00e7lar kullan\u0131larak kullan\u0131c\u0131 taraf\u0131ndan belirlenmelidir.<\/span><\/span><\/span><\/span>
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<\/div>\n","protected":false},"excerpt":{"rendered":"

ProtaStructure’da Eurocode 8’e g\u00f6re perde duvarlarda e\u011filme momenti ve kesme kuvveti tasar\u0131m zarflar\u0131n\u0131n otomatik hesaplanmas\u0131 ve u\u00e7 b\u00f6lgesi toplu d\u00fczenleme \u00f6zellikleri.<\/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-1584","wiki","type-wiki","status-publish","hentry","category-protastructure-design-guides","category-technical-manuals"],"yoast_head":"\nEurocode 8 Perde Moment ve Kesme Tasar\u0131m Zarf\u0131 Rehberi<\/title>\n<meta name=\"description\" content=\"Eurocode 8 perde tasar\u0131m zarf\u0131 ile ProtaStructure'da e\u011filme momenti ve kesme kuvveti otomatik hesaplan\u0131r. 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