- 摘 要
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(長沙理工大學土木與建筑學院，長沙 410076)
［摘要］基于框-剪結(jié)構(gòu)協(xié)同工作的連續(xù)化原理，獲得了考慮剪力墻剪切變形的鋼筋混凝土框-剪結(jié)構(gòu)最大層間位移角的簡化計算方法，并提出剪力墻布置方案合理性判別的步驟與相應的約束條件，該方法在高層建筑結(jié)構(gòu)初步設計階段，能夠較為便捷地對剪力墻布置方案的合理性進行判斷。
［關(guān)鍵詞］鋼筋混凝土；框架-剪力墻結(jié)構(gòu)；剪力墻；合理布置
Simplified method to distinguish the rational arrangement of shear walls in fram
e-shear wall structures
Liu Zhefeng, Su Zhili, Yang Weijun(School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410076，China)
Abstract:Based on the continuous principle of the cooperative work of frame-shear wall structures, a simplified method, taking shear deformation of shear wall into account, was deduced to calculate the maximum story drift of frame-shear wall structures. A procedure and corresponding constraint condition, which was used to distinguish the rational arrangement of shear walls in frame-shear wall structures, was presented. It has been proved that this method can be used for the preliminary stage of tall building structural design.
Keywords:reinforced concrete; frame-shear wall structure; shear wall; rational arrangement
作者簡介：劉哲鋒，博士，講師，Email:lzf0072006@163.com。
參考文獻
［1］孟煥陵，沈蒲生.
