【作者】 陶松平； 姜维山； 梁兴文；

【Author】 Tao Songping Jiang Weishan Liang Xingwen (School of Civil Engineering,Xi’an University of Architecture&Technology,Xi’an 710055,China)

【机构】 西安建筑科技大学土木工程学院；

【摘要】 <正>一、引言高强高性能混凝土剪力墙在高层及超高层建筑结构中应用较多,国内外曾对其受弯性能进行过较多试验研究。现行《建筑结构抗震设计规范》及《混凝土结构设计规范》都是按强剪弱弯原则进行剪力墙截面设计的,剪力墙的剪力设计值是由屈服弯矩确定的,从而更多还原

【Abstract】 The paper study the performance of shear compression failure after bending yielding of high strength concrete shear walls and analyze flexural bearing capacity of wall through four high strength concrete shear wails and referring te other six strength concrete shear walls test overseas, and aim to search a brief formula of flexural bearing capacity of normal section of high strength shear concrete wall subjected to the combined action of compressing,bending and sheafing,the formula accord with the result of test comparatively.更多还原