Seismic Analysis of RCC Building with and Without Shear Wall
Seismic Analysis of RCC Building with and Without Shear Wall
复制标题
有剪力墙和无剪力墙碾压混凝土建筑抗震分析
DOI：
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发表时间：
2013
期刊：
影响因子：
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通讯作者：
Dr. P. S. Pajgade
中科院分区：
文献类型：
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作者：
P. Chandurkar;Dr. P. S. Pajgade
在建筑物的抗震设计中，钢筋混凝土结构墙或剪力墙作为主要的抗震构件。结构墙提供了一个有效的支撑系统，并提供了很大的潜力，横向负荷阻力。这些抗震剪力墙的性能主导了建筑物的反应，因此，重要的是要适当地评估墙的地震反应。本研究主要探讨多层建筑剪力墙位置之求解方法。采用四种不同的模型对剪力墙的抗震性能进行了研究。模型一为光框架结构体系，其余三种模型均为双层结构体系。对一栋位于Ⅱ、Ⅲ、Ⅳ、Ⅴ区的10层建筑物施加地震荷载，计算了以剪力墙代替柱的两种情况下底层的侧移、层间位移和总造价等参数。
In the seismic design of buildings, reinforced concrete structural walls, or shear walls, act as major earthquake resisting members. Structural walls provide an efficient bracing system and offer great potential for lateral load resistance. The properties of these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluate the seismic response of the walls appropriately. In this present study, main focus is to determine the solution for shear wall location in multi-storey building. Effectiveness of shear wall has been studied with the help of four different models. Model one is bare frame structural system and other three models are dual type structural system. An earthquake load is applied to a building of ten stories located in zone II, zone III, zone IV and zone V. Parameters like Lateral displacement, story drift and total cost required for ground floor are calculated in both the cases replacing column with shear wall.