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论短肢剪力墙的轴压比限值
引用本文:潘洁.论短肢剪力墙的轴压比限值[J].武警工程学院学报,2011(2):59-62.
作者姓名:潘洁
作者单位:武警工程学院科研部,陕西西安710086
摘    要:在理论方面,短肢剪力墙的研究尚处在探索阶段,缺少系统的研究,有关短肢剪力墙结构的轴压比对抗剪性能的影响分析还很不完善。在理论分析的基础上,确定了用以判断构件大、小偏压状态的界限轴压比,得到了为保证T形截面短肢剪力墙构件具有一定延性的轴压比限值。

关 键 词:短肢剪力墙  肢高厚比  延性  轴压比

Discussion on the Axial Compression Ratio Limits of Short-Pier Shear Wall
PAN Jie.Discussion on the Axial Compression Ratio Limits of Short-Pier Shear Wall[J].Journal of Engineering College of Armed Police Force,2011(2):59-62.
Authors:PAN Jie
Institution:PAN Jie ( Scientific Research Department, Engineering College of CAPF, Xi'an 710086, China)
Abstract:Now the theoretical investigation on short-pier shear wall is in the groping stage and lacks systemic research, and analyses of the influence of axial load ratio on short-pier shear wall structure are not systemic. Based on the theoretical analysis and lots of testing data, the limiting axial compression ratio which can determine large-eccentricity compression or small-eccentricity compression is estimated, and the value of limiting axial compression ratio that can keep some ductility on the structure of T-shaped short-pier shear wall is gained.
Keywords:short-pier shear wall  short extremity shearing force walt high thick ratio  ductility  axial compression ratio
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