【作者】 潘皓铭； 蒋喆龙； 徐华涛； 杨雨青； 牟在根；

【Author】 Pan Haoming;Jiang Zhelong;Xu Huatao;Yang Yuqing;Mu Zaigen;School of Civil and Resource Engineering, University of Science and Technology Beijing;

【机构】 北京科技大学土木与资源工程学院；

【摘要】 为研究斜向槽钢加劲钢板剪力墙的抗震性能,本文设计了3种模型:标准钢板剪力墙模型、斜向交叉槽钢加劲钢板剪力墙模型与多道斜加劲钢板剪力墙模型,并对此3种模型进行了周期往复加载,分析了其滞回性能、延性、耗能能力、应力分布等,结果显示,此两种斜向加劲肋能够提高基础模型的抗侧力,从而提高其抗震性能。更多还原

【Abstract】 In order to study the seismic performance of oblique channel steel stiffening steel plate shear wall, 3 types of models were designed: the model of standard steel plate shear wall, the model of oblique crossed channel steel stiffened steel plate shear and the model of multichannel diagonal stiffened steel plate shear wall. After we loaded these models periodically, we analyzed their hysteretic performance, ductility, energy dissipation capacity,stress distribution, etc. According to the results. These two types of oblique stiffeners can improve the lateral force resistance of the foundation model, so as to improve its seismic performance.更多还原