title: The influncess of steel bracing in high-rise building in pushover analysis
title: Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ Ð´Ð¸ÑÑÐµÑÑÐ°ÑÐ¸Ñ
titleType: Subtitle
Creators: name: Taha, Mudhafar
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2017
Subjects: ÐÐ´Ð°Ð½Ð¸Ñ Ð¼Ð½Ð¾Ð³Ð¾ÑÑÐ°Ð¶Ð½ÑÐµ
ÐÑÐ¼Ð°ÑÑÑÐ° ÑÑÐ°Ð»ÑÐ½Ð°Ñ
Ð¡ÐµÐ¹ÑÐ¼Ð¾ÑÑÐ¾Ð¹ÐºÐ¸Ðµ Ð·Ð´Ð°Ð½Ð¸Ñ Ð¸ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ

description: The earthquake force is the most danger force happens without any initial sign. The earthquake resistant design of structures requires that structures should sustain, safely, any ground motions of an intensity that might occur during their construction or in their normal use. This research presents the influences of steel bracing system in high-rise building frame by using nonlinear static analysis (pushover analysis) method. The steel bracing systems are structural elements providing basic lateral strength and stiffness. Two buildings having same plan dimension and height (15 storey), RC building frame and other Steel building frame. And four different types of steel braces applied to them, X-braced, Invert V-braced, Combination V-braced and Diagonalbraced system. Location of Buildings at San Francisco were designed by ETABS 2016 program and using equivalent lateral force (ELF) method, then buildings were analyzed by Nonlinear Static Analysis (pushover Analysis) by using ETBSA (2016) found out capacity of the buildings in terms of lateral load capacity, displacement and stiffness compared to the cases with no bracing, and the Xbraced systems performed much better than the other types of bracing.
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