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《Sichuan Building Science》 2009-01
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Theoretical research on bearing capacity of normal cross section of L special-shaped columns of SRC(Ⅰ)——Establishment of the finite element programs

SUN Huayong,SHAO Yongjian,LIU Fan,YIN Zhiwen (Jiangsu Key Laboratory of Structure Engineering(Suzhou University of Science and Technology,Suzhou215011,China)  
According to the action behavior of SRC special-shaped columns and finite element calculation principle,the finite element program was established for calculation of the bearing capacity of normal cross of SRC special-shaped.The experimental verification was made on the finite element program established in this paper.The results have showed that the calculation results of the finite element program established in this paper totally correspond with experimental results.It proves that the finite element program established in this paper is correct.And it presents the basis for analysis of the mechanical properties of normal cross section of L special-shaped columns of SRC in Ref.[1].
【Fund】: 江苏省结构工程重点学科资助项目
【CateGory Index】: TU398.9
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【References】
Chinese Journal Full-text Database 1 Hits
1 SHAO Yongjian,LIU Fan,SUN Huayong,YIN Zhiwen(Jiangsu Key Laboratory of Structure Engineering(University of Science and Technology of Suzhou),Suzhou 215011,China);Theoretical research on bearing capacity of normal cross section of L special-shaped columns of SRC(Ⅱ)——Analysis of the mechanical properties[J];Sichuan Building Science;2009-02
【Citations】
Chinese Journal Full-text Database 4 Hits
1 Xue Gang(Baotou University of Iron and Steel Technology Baotou 014010) Xu Shufang(Xi′an University of Architecture and Technology Xi′an 710055);FEM USING ON THE BEHAVING CAPACITY OF THE NORMAL-SECTION OF CONCRETE COLUMN UNDER DOUBLE-ECCENTRIC COMPRESSION[J];Industrial Construction;2002-07
2 SHAO Yongjian1,3,CHEN Zongping1,2,XUE Jianyang1,ZHAO Hongtie1,ZHU Pinru3 (1.School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China;2.College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China;3.Jiangsu Key Laboratory of Structure Engineering(University of Science and Technology of Suzhou),Suzhou 215011,China);Experimental research and theoretical analyses on axial compression ratio of steel reinforced concrete special-shaped columns[J];Journal of Building Structures;2007-06
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【Co-references】
Chinese Journal Full-text Database 1 Hits
1 SHAO Yongjian1,3,CHEN Zongping1,2,XUE Jianyang1,ZHAO Hongtie1,ZHU Pinru3 (1.School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China;2.College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China;3.Jiangsu Key Laboratory of Structure Engineering(University of Science and Technology of Suzhou),Suzhou 215011,China);Experimental research and theoretical analyses on axial compression ratio of steel reinforced concrete special-shaped columns[J];Journal of Building Structures;2007-06
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