{"id":7193,"date":"2023-11-27T09:02:01","date_gmt":"2023-11-27T09:02:01","guid":{"rendered":"https:\/\/arkitechglobal.com\/?p=7193"},"modified":"2023-11-27T09:05:40","modified_gmt":"2023-11-27T09:05:40","slug":"horizontal-strength-calculation-according-to-turkish-building-earthquake-regulation","status":"publish","type":"post","link":"https:\/\/arkitechglobal.com\/tr\/turk-bina-deprem-yonetmeligine-gore-yatay-dayanim-hesabi\/","title":{"rendered":"T\u00fcrk Bina Deprem Y\u00f6netmeli\u011fi Uyar\u0131nca Yatay Dayan\u0131m Hesab\u0131"},"content":{"rendered":"
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Y\u00f6netmelikten \u00d6nemli B\u00f6l\u00fcmler<\/h2>

T\u00fcrkiye bina deprem y\u00f6netmeli\u011fi, resmi ismiyle \u201cDeprem Etkisi Alt\u0131nda Binalar\u0131n Tasar\u0131m\u0131 i\u00e7in Esaslar\u201d, 2018 y\u0131l\u0131nda g\u00fcncellendi. G\u00fcncellenen son s\u00fcr\u00fcm\u00fcn\u00fcn 10. B\u00f6l\u00fcm\u00fcnde hafif \u00e7elik yap\u0131lar i\u00e7in de temel kurallar tan\u0131mland\u0131.
Hafif \u00e7elik yap\u0131lar\u0131n y\u00fckseklik s\u0131n\u0131r\u0131 BYS=8 olarak tan\u0131mlanm\u0131\u015ft\u0131r. Dolay\u0131s\u0131 ile herhangi bir hafif \u00e7elik yap\u0131n\u0131n en y\u00fcksek noktas\u0131, deprem tasar\u0131m s\u0131n\u0131f\u0131na g\u00f6re, en fazla 10.5 m\u2019ye kadar uzat\u0131labilir. Deprem y\u00fcklerinin hesab\u0131nda e\u015fde\u011fer deprem y\u00fck\u00fc y\u00f6ntemi kullan\u0131lmas\u0131 ve elastik tasar\u0131m spectral ivmesinin hesab\u0131 i\u00e7in do\u011fal titre\u015fim periyotu 0,2 saniye olarak al\u0131nmas\u0131 \u00f6ng\u00f6r\u00fclm\u00fc\u015f. Ta\u015f\u0131y\u0131c\u0131 sistem davran\u0131\u015f katsay\u0131s\u0131 R ve dayan\u0131m fazlal\u0131\u011f\u0131 katsay\u0131s\u0131 D, kayma panellerinin kaplama malzemesine g\u00f6re s\u0131ras\u0131 ile R=3 veya 4, D=2 olarak verilmi\u015ftir.
Yayg\u0131n olan y\u00f6ntem, kaplamal\u0131 duvar panellerinin yatay dayan\u0131m g\u00f6sterdi\u011fi ve herhangi bir do\u011frultuda belirlenen duvarlar\u0131n toplam direncinin hesaplanabildi\u011fi kayma panelleri olu\u015fturmakt\u0131r. Tasar\u0131mda geni\u015fli\u011fi 300 mm\u2019den b\u00fcy\u00fck olan ve y\u00fcksekli\u011fin geni\u015fli\u011fe oran\u0131 4\u2019ten b\u00fcy\u00fck olan panellerin katk\u0131s\u0131 dikkate al\u0131ncakt\u0131r.<\/span><\/p>

\"Figure<\/p>

Figure 1.\tKayma panellerinin kurgulanmas\u0131. TDY 2018 \u015eekil 10.7<\/p>

Tasar\u0131m y\u00f6ntemi olarak \u201cG\u00fcvenlik Katsay\u0131lar\u0131 ile Tasar\u0131m (GKT)\u201d veya \u201cY\u00fck ve Dayan\u0131m Katsay\u0131lar\u0131 ile Tasar\u0131m (YDKT) se\u00e7ilebilir. Elde edilecek toplam dayan\u0131m ilgili dayan\u0131m azaltma fakt\u00f6rleri kullan\u0131larak azalt\u0131lacakt\u0131r. GKT i\u00e7in \u03a9=2,5 YDKT i\u00e7in \u03c6=0,6 al\u0131nacakt\u0131r. Ancak e\u015fde\u011fer deprem y\u00fck\u00fc y\u00f6ntemi ile elde edilen katlara gelen kesme kuvvetleri, r\u00fczgar etkilerinden elde edilenden daha az ise, ayn\u0131 y\u00f6ntemle kayma paneli olu\u015fturulup, \u03a9=2,0 ve \u03c6=0,65 olarak kullan\u0131lacakt\u0131r.
Yap\u0131lar\u0131n cephelerinde girintiler olu\u015fturulabiliyor. Kayma panellerinin d\u00fczenleri hakk\u0131nda y\u00f6netmeli\u011fimizde plandaki genel d\u00fczensizlikler haricinde herhangi bir \u015fart bulunmuyor. Bu t\u00fcrden durumlarda y\u00f6netmeli\u011fin 10.2.2.2 maddesi kullan\u0131labilir. AISI S230\u2019a g\u00f6re, e\u011fer girintiler 1200 mm\u2019den az ise kayma panelleri tek bir do\u011frutuda dayan\u0131m g\u00f6sterece\u011fi varsay\u0131m\u0131 yap\u0131lm\u0131\u015ft\u0131r.<\/p>

\"Figure<\/p>

Figure 2.\tKayma panellerinde do\u011frusall\u0131k. AISI S230-19 Figure E8-2<\/p>

Kayma panellerinin planda yerle\u015fimi se\u00e7ildikten sonra detayland\u0131r\u0131lmas\u0131n\u0131n yap\u0131lmas\u0131 gerekir. Bunun i\u00e7in y\u00f6netmelikte Tablo 10.5 kullan\u0131labilir. Bu tablodan kenardaki ve i\u00e7erideki vidalar\u0131n aral\u0131klar\u0131, kaplama mazlemeleri ve yakla\u015f\u0131k birim uzunluk dayan\u0131mlar\u0131 g\u00f6r\u00fclebilir. E\u011fer y\u00f6netmeli\u011fin Ek 10.C\u2019de tan\u0131mlanan test ko\u015fullar\u0131na g\u00f6re fiziksel test ile elde edilmi\u015f bir dayan\u0131m bilgisi yok ise bu b\u00f6l\u00fcmde tan\u0131mlanan ko\u015fullara ba\u011fl\u0131 kalarak kurgulanan kayma panelinin dayan\u0131m\u0131 deneyler ile belirlenmesi gerekecektir.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

Important Sections from the Regulation Turkey’s building earthquake regulations, officially known as “Principles for the Design of Buildings Under the Effect of Earthquakes”, were updated in 2018. In Chapter 10 of the latest updated version, basic rules for light steel structures were also defined.The height limit of light steel structures is defined as BYS =… Daha fazlas\u0131n\u0131 oku »T\u00fcrk Bina Deprem Y\u00f6netmeli\u011fi Uyar\u0131nca Yatay Dayan\u0131m Hesab\u0131<\/span><\/a><\/p>","protected":false},"author":1,"featured_media":7194,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"neve_meta_sidebar":"","neve_meta_container":"","neve_meta_enable_content_width":"","neve_meta_content_width":0,"neve_meta_title_alignment":"","neve_meta_author_avatar":"","neve_post_elements_order":"","neve_meta_disable_header":"","neve_meta_disable_footer":"","neve_meta_disable_title":"","neve_meta_reading_time":""},"categories":[16],"tags":[19,89,90,84,124,21,22,23,91,93],"yoast_head":"\nArkitech - Horizontal Strength Calculation According to Turkish Building Earthquake Regulation<\/title>\n<meta name=\"description\" content=\"\u201cDesign with Safety Coefficients (GKT)\u201d or \u201cDesign with Load and Strength Coefficients (YDKT)\u201d can be selected as the design method.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/arkitechglobal.com\/tr\/turk-bina-deprem-yonetmeligine-gore-yatay-dayanim-hesabi\/\" \/>\n<meta property=\"og:locale\" content=\"tr_TR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - 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