{"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\/pl\/obliczanie-wytrzymalosci-poziomej-zgodnie-z-tureckimi-przepisami-dotyczacymi-trzesien-ziemi-w-budynkach\/","title":{"rendered":"Obliczanie wytrzyma\u0142o\u015bci poziomej zgodnie z tureckimi przepisami dotycz\u0105cymi trz\u0119sie\u0144 ziemi w budynkach"},"content":{"rendered":"
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Wa\u017cne fragmenty rozporz\u0105dzenia<\/h2>

Przepisy Turcji dotycz\u0105ce trz\u0119sie\u0144 ziemi w budynkach, oficjalnie znane jako \u201eZasady projektowania budynk\u00f3w odpornych na skutki trz\u0119sie\u0144 ziemi\u201d, zosta\u0142y zaktualizowane w 2018 r. W rozdziale 10 najnowszej zaktualizowanej wersji zdefiniowano r\u00f3wnie\u017c podstawowe zasady dotycz\u0105ce lekkich konstrukcji stalowych.
Limit wysoko\u015bci lekkich konstrukcji stalowych jest zdefiniowany jako BYS = 8. Dlatego najwy\u017cszy punkt dowolnej lekkiej konstrukcji stalowej mo\u017ce by\u0107 wyd\u0142u\u017cony do 10,5 m, w zale\u017cno\u015bci od klasy projektu sejsmicznego. Przewiduje si\u0119 zastosowanie metody r\u00f3wnowa\u017cnego obci\u0105\u017cenia sejsmicznego w obliczeniach obci\u0105\u017ce\u0144 sejsmicznych i przyj\u0119cie okresu drga\u0144 naturalnych jako 0,2 sekundy do obliczenia spr\u0119\u017cystego przyspieszenia widmowego. Wsp\u00f3\u0142czynnik zachowania uk\u0142adu no\u015bnego R i wsp\u00f3\u0142czynnik nadmiaru wytrzyma\u0142o\u015bci D s\u0105 podane jako R = 3 lub 4 i D = 2, odpowiednio, w zale\u017cno\u015bci od materia\u0142u pow\u0142oki paneli \u015bcinaj\u0105cych.
Powszechn\u0105 metod\u0105 jest tworzenie paneli \u015bcinaj\u0105cych, w kt\u00f3rych panele \u015bcienne z ok\u0142adzin\u0105 wykazuj\u0105 wytrzyma\u0142o\u015b\u0107 poziom\u0105, a ca\u0142kowita odporno\u015b\u0107 \u015bcian okre\u015blona w dowolnym kierunku mo\u017ce zosta\u0107 obliczona. Wk\u0142ad paneli o szeroko\u015bci wi\u0119kszej ni\u017c 300 mm i stosunku wysoko\u015bci do szeroko\u015bci wi\u0119kszym ni\u017c 4 zostanie uwzgl\u0119dniony w projekcie.<\/span><\/p>

\"Rysunek<\/p>

Rysunek 1. Budowa paneli przesuwnych. TDY 2018 Rysunek 10.7<\/p>

Jako metod\u0119 projektowania mo\u017cna wybra\u0107 \u201eProjektowanie ze wsp\u00f3\u0142czynnikami bezpiecze\u0144stwa (GKT)\u201d lub \u201eProjektowanie ze wsp\u00f3\u0142czynnikami obci\u0105\u017cenia i wytrzyma\u0142o\u015bci (YDKT)\u201d. Ca\u0142kowita wytrzyma\u0142o\u015b\u0107, kt\u00f3ra ma zosta\u0107 osi\u0105gni\u0119ta, zostanie zmniejszona poprzez zastosowanie odpowiednich wsp\u00f3\u0142czynnik\u00f3w redukcji wytrzyma\u0142o\u015bci. Dla GKT zostanie przyj\u0119te \u03a9=2,5, a dla YDKT \u03c6=0,6. Jednak\u017ce, je\u015bli si\u0142y \u015bcinaj\u0105ce na pod\u0142ogach uzyskane metod\u0105 r\u00f3wnowa\u017cnego obci\u0105\u017cenia sejsmicznego s\u0105 mniejsze ni\u017c te uzyskane z oddzia\u0142ywania wiatru, panel \u015bcinaj\u0105cy zostanie utworzony t\u0105 sam\u0105 metod\u0105 i zostan\u0105 u\u017cyte \u03a9=2,0 i \u03c6=0,65.
Wn\u0119ki mog\u0105 by\u0107 tworzone na elewacjach budynk\u00f3w. W naszym rozporz\u0105dzeniu nie ma \u017cadnych wymaga\u0144 dotycz\u0105cych uk\u0142adu paneli przesuwnych, poza og\u00f3lnymi nieprawid\u0142owo\u015bciami w planie. W takich przypadkach mo\u017cna zastosowa\u0107 artyku\u0142 10.2.2.2 rozporz\u0105dzenia. Zgodnie z AISI S230, je\u015bli wg\u0142\u0119bienia s\u0105 mniejsze ni\u017c 1200 mm, przyjmuje si\u0119, \u017ce panele przesuwne b\u0119d\u0105 wykazywa\u0107 wytrzyma\u0142o\u015b\u0107 w jednym kierunku.<\/p>

\"Rysunek<\/p>

Rysunek 2. Liniowo\u015b\u0107 w panelach \u015bcinaj\u0105cych. AISI S230-19 Rysunek E8-2<\/p>

Po wybraniu rozmieszczenia paneli przesuwnych w planie nale\u017cy wykona\u0107 szczeg\u00f3\u0142owe obliczenia. W tym celu mo\u017cna skorzysta\u0107 z tabeli 10.5 w rozporz\u0105dzeniu. W tej tabeli mo\u017cna zobaczy\u0107 odst\u0119py mi\u0119dzy \u015brubami na kraw\u0119dzi i wewn\u0105trz, materia\u0142y pow\u0142okowe i przybli\u017con\u0105 wytrzyma\u0142o\u015b\u0107 jednostkow\u0105. Je\u015bli nie uzyskano informacji o wytrzyma\u0142o\u015bci poprzez badania fizyczne zgodnie z warunkami badania okre\u015blonymi w za\u0142\u0105czniku 10.C rozporz\u0105dzenia, wytrzyma\u0142o\u015b\u0107 panelu przesuwnego zbudowanego zgodnie z warunkami okre\u015blonymi w tej sekcji b\u0119dzie musia\u0142a zosta\u0107 okre\u015blona eksperymentalnie.<\/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 =… Czytaj dalej »Obliczanie wytrzyma\u0142o\u015bci poziomej zgodnie z tureckimi przepisami dotycz\u0105cymi trz\u0119sie\u0144 ziemi w budynkach<\/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\/pl\/obliczanie-wytrzymalosci-poziomej-zgodnie-z-tureckimi-przepisami-dotyczacymi-trzesien-ziemi-w-budynkach\/\" \/>\n<meta property=\"og:locale\" content=\"pl_PL\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - 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