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钢管混凝土框架中的空钢管施工受力分析
引用本文:于清,孙国徽,陶忠. 钢管混凝土框架中的空钢管施工受力分析[J]. 工业建筑, 2009, 39(4): 33-36,32
作者姓名:于清  孙国徽  陶忠
作者单位:清华大学建设管理系,北京,100084;福州大学土木工程学院,福州,350108
基金项目:铁道部-清华大学科技研究基金资助项目 
摘    要:基于文献[1]钢管混凝土结构施工安全性的研究思路,建立了多层钢管混凝土框架中的空钢管结构施工受力分析的有限元模型。以一12层钢管混凝土框架结构为例,分析框架结构中的空钢管在施工荷载作用下的受力特点,研究了钢管应力和变形的发展规律,在此基础上初步探讨了不同施工方案的影响。

关 键 词:钢管混凝土  空钢管  有限元模型  施工

BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION
Yu Qing,Sun Guohui,Tao Zhong. BEHAVIOUR OF HOLLOW STEEL TUBES IN CONCRETE FILLED STEEL TUBULAR FRAME STRUCTURES DURING CONSTRUCTION[J]. Industrial Construction, 2009, 39(4): 33-36,32
Authors:Yu Qing  Sun Guohui  Tao Zhong
Affiliation:1.Department of Construction Management;Tsinghua University;Beijing 100084;China;2.College of Civil Engineering;Fuzhou University;Fuzhou 350108;China
Abstract:Based on the method of construction safety analysis on hollow steel tube of concrete filled steel tubular(CFST) frame structures previously presented by reference[1],a finite element analysis(FEA) modeling was introduced and performed for hollow steel tubes in a 12-storey CFST frame structure under construction loads.The stress and deformation of the steel tubes were analyzed by using the FEA modelling.Finally,the influence of different construction schemes of the CFST frame structure was discussed primaril...
Keywords:concrete filled steel tube  hollow steel tube  finite element model  construction
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