Influence of Reinforced Concrete Shear Wall on Multistorey Buildings
Influence of Reinforced Concrete Shear Wall on Multistorey Buildings
复制标题
钢筋混凝土剪力墙对多层建筑的影响
DOI：
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发表时间：
2013
期刊：
影响因子：
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通讯作者：
K. Sai
中科院分区：
文献类型：
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作者：
V. Kumar;K. Sai
本文介绍了在保持剪力墙厚度为250mm不变的情况下，从3.5m增加到28m，即从底层（G）增加到G+7，只观察剪力墙长度的变化。根据IS：1893（第一部分）：2002，考虑了所有区域和土壤类型的风力和地震力，并根据IS：875（第三部分）：1987考虑了风荷载。使用RESIST软件对96栋建筑进行了分析。对对称尺寸（20mx20m）、变墙长和保持墙厚不变（250mm）的建筑物，研究了剪力墙长度、风偏、风剪力、风力矩、地震风偏、地震剪力、地震力矩、基底力矩、基底剪力的影响，并将结果与高度一起用图表表示。
This work presents the behavior and change in len gth of shear wall in buildings varied by increasing equal heights from 3.5m to 28m i.e, ground storey (G) to G+7 keeping thickness of shear wall as constant of 250mm and observing the dimension of shear wall in length onl y. The study was carried by considering both wind a nd seismic forces for all the zones and soil types as per IS: 1893(part I):2002 and wind loads as per IS: 875(par t III):1987. A total of 96 buildings were analyzed for this work u sing RESIST software. Buildings with symmetrical dimensions (20mx20m), varying wall length and keeping wall thickness as constant (250mm) the effect of shear wall length, wind drift, wind shear, wind moment, seismic drift, seismic shear, and seismic moment, base moment, base shear are studied and results are presented in graphs wit h height.