| 平面不规则结构抗侧剪扭效应研究 |
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| 引用本文： | 丁圣果,丁婷,王红英,穆文伦. 平面不规则结构抗侧剪扭效应研究[J]. 工业建筑, 2006, 36(6): 43-46,64 |
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| 作者姓名： | 丁圣果 丁婷 王红英 穆文伦 |
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| 作者单位： | 贵州大学,土建学院,贵阳,550003;贵州省交通职业技术学院,贵阳,550003 |
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| 摘 要： | 从楼层平衡条件、位移协调条件及材料物理关系三定解条件出发,导出以层位移uk、vk、θk为基本未知量的非耦联刚度方程,方法便于初步设计阶段结构布置分析。在归纳大量典型算例的基础上,总结出多高层结构抗剪扭的一些内力分布特征。
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| 关 键 词： | 框剪结构 剪扭效应 |
| 收稿时间： | 2005-12-20 |
| 修稿时间： | 2005-12-20 |
RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE |
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| Ding Shengguo,Ding Ting,Wang Honying,Mu Wenlun. RESEARCH ON THE SHEAR-TORSION EFFECT OF THE IRREGULAR PLANE STRUCTURE[J]. Industrial Construction, 2006, 36(6): 43-46,64 |
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| Authors: | Ding Shengguo Ding Ting Wang Honying Mu Wenlun |
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| Affiliation: | 1. Civil Engineering Institute, Guizhou University Guiyang 550003; 2.Guizhou Communication Vocational Technical College Guiyang 550003 |
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| Abstract: | The non-simultaneous stiffness equations,whose fundamental unknown variations are floor′s displacements u_k、v_k、θ_k are obtained from three conditions of static force equilibriums,displacement compatibility and mechanic relation of material.The means is conveniently for the analysis of structural layout in the preliminary design phase.Some internal force distribution features of tall building structure are concluded on the basis of a great quantity of typical calculated examples. |
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| Keywords: | frame-shear wall structure shear-torsion effect |
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