双层体系多层钢筋混凝土结构抗震性能比较

A. Ahmed, A. Abdulla, A. Ahmed
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引用次数: 0

摘要

1 . doi: 10.32622/ijrat.79201909摘要:一般情况下,在高震区,结构容易受到严重的破坏。随着结构的重力载荷,横向载荷必须能够产生升高的应力。钢筋混凝土结构中的剪力墙是目前最常用的钢结构和钢支撑体系,用于抵抗地震、风、爆炸等侧向荷载。最优良的抗侧荷载体系之一是剪力墙。这在建筑界被广泛使用。本研究利用ETABS软件对不同不规则设计的平板-剪力墙、抗弯矩框架和剪力墙等双体系不同剪力墙布置的e形连续连续G+ 14多层钢筋混凝土建筑进行了线性静力和非线性静力分析。基础剪力、层剪力、层位移等参数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparison of Seismic Behaviour of Multi Storey Reinforced concrete Structure with Dual System
1 doi: 10.32622/ijrat.79201909 Abstract— In general, the structure can be prone to serious harm in elevated seismic regions. Along with the structure of the gravity load, the lateral load must be able to create elevated stresses. Now a days the shear wall in R.C structure with the steel structure and steel bracing system is most common for resisting lateral loads due to earthquake, wind, blast, etc. One of the finest lateral load resisting system is the shear wall. which is widely used in construction world. This study includes linear-static and non-linear static analysis of an E-shaped and diaphragm discontinuity G+ 14 multi-story RC building with different shear wall arrangements on dual system such as flat slab and shear wall, moment-resistant frames and shear wall using ETABS software for various irregular designs. Parameters like base shear, storey shear, storey drift, displacement.
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