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高層框架-剪力墻結(jié)構(gòu)豎向構(gòu)件幾何設(shè)計分析
王開軍
摘 要

    王開軍
    (中鋼集團工程設(shè)計研究院,北京100080)

[摘要] 對高層建筑的總體結(jié)構(gòu)進行詳細且細致的受力和變形分析是比較困難的,往往通過結(jié)構(gòu)分析程序來實現(xiàn)。但在使用計算機程序進行分析時,首先必須要有一個基本確定的結(jié)構(gòu)方案模型,基于模型才能輸入平面布置、構(gòu)件尺寸等相關(guān)的原始數(shù)據(jù)。所以在方案和初步設(shè)計階段,設(shè)計人員必須通過概念性近似計算來初步確定該結(jié)構(gòu)的體系和構(gòu)件的尺寸,并驗證設(shè)計的可行性。而且概念性近似計算也是不斷優(yōu)化結(jié)構(gòu)總體布置方案的一種簡捷有效的途徑,不但為計算機整體分析建立了原始數(shù)據(jù),也為判斷計算機輸出結(jié)果的正確性提供了可靠的的依據(jù)。
[關(guān)鍵詞] 概念設(shè)計;高層框架-剪力墻結(jié)構(gòu);豎向構(gòu)件

    Geometrical design of vertical components of high-rise frame-shear wall structures
   
Wang Kaijun
    ( Sinosteel Engineering Design & Research Institute Co., Ltd., Beijing 100080, China)

Abstract: Detailed force and deformation analysis of high-rise building structures were difficult, which were usually done by advanced computer programs. Nevertheless,a preliminarily specified model was necessary for the structural analysis by computer programs, from which the basic data such as plane layout and component dimensions were obtained. Consequently, in the process of schematic and preliminary design, conceptual approximate computation was used for determining the dimensions of the whole structure and its components and validating the feasibility of the design. Furthermore, conceptual approximate computation serves as a simple way for optimizing the structural configuration scheme effectively, establishing initial data for structural analysis, verifying the results of the computer program.
Keywords: conceptual design; high-rise frame-shear wall structure; vertical component

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