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    董素格¹，辛杰²
    (1 北京中房建科建筑設(shè)計(jì)咨詢有限公司北京100037; 2 北京監(jiān)督站北京100860)

[摘要] 主要論述平面不規(guī)則高層剪力墻結(jié)構(gòu)設(shè)計(jì)中，如何通過(guò)概念設(shè)計(jì)，合理的布置抗側(cè)力構(gòu)件以轉(zhuǎn)移地震力減小結(jié)構(gòu)的扭轉(zhuǎn)，并采取合理的抗震設(shè)計(jì)措施，以保證結(jié)構(gòu)不致因扭轉(zhuǎn)而產(chǎn)生過(guò)大的應(yīng)力集中。
[關(guān)鍵詞] 高層剪力墻結(jié)構(gòu)；嵌固端；平面不規(guī)則；扭轉(zhuǎn)不規(guī)則

    High-rise shear wall structure ofirregular plane design analysis
    Dong Suge¹,  Xin Jie²
  (1 China Building Design&Consultants Pte. Ltd, Beijing 100037,China;2 Beijing Surveillance Examines the Station, Beijing 100860,China)

Abstract: The article mainly discusses about the graphic design ofirregular high-rise shear wall structure, how to design, reasonable layout of lateral force resisting members in order to reduce the structural seism/c forces transfer to reverse, and take reasonable seismic design measures to ensure the structure will not generated by reversing the excessive stress concentration.
Keywords: high-rise shear wall;  embedded fixed end:  plane irregular;  torsion irregular