型钢混凝土L形截面柱应用现状的研究
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摘要
本文对型钢混凝土L形截面柱的特点进行了介绍,从国外和国内对型钢混凝土异形柱的试验研究、理论研究方面进行了论述,对研究中的应注意的相关问题进行了分析,发现异形柱结构与普通的混凝土结构相比,其最大适用高度要低得多,对于层数更多、高度更高的建筑则难以满足承载力要求。
Describes the features of steel reinforced concrete L shaped column, and discusses the domestic steel concrete columns of experimental research, theoretical research. Through the study of the problems show that, compared with ordinary concrete structures shaped column concrete structure is much lower in applicable height and lower capacity.
Describes the features of steel reinforced concrete L shaped column, and discusses the domestic steel concrete columns of experimental research, theoretical research. Through the study of the problems show that, compared with ordinary concrete structures shaped column concrete structure is much lower in applicable height and lower capacity.
引文
[1]王丹.钢筋混凝土框架异形柱设计理论研究[D].大连:大连理工大学,2002.
[2]冯建平,等.L形和T形截面柱正截面承载力的研究[J].华南理工大学学报,1995,23(1):54-61.
[3]周建中,陆春阳,苏益声等.钢筋混凝土不等肢L形异形柱承载力的试验研究[J].西安建筑科技大学学报,2001,33(1):6-9.
[4]Joaquin Marin.Design aids for L-shaped reinforced concrete columns[J].ACI Structural Journal,1979,76(11):1197-1216.
[5]L.N.Ramamurthy,T.A.Hafeez Khan.L-Shaped column design for biaxial eccentricity[J].Journal of Structure Engineering,1983,109(8):1903-1917.
[6]Cheng-Tzu,Thomas Hsu.Biaxial loaded L-shaped reinforced concrete columns[J].Journal of Structure engineering,1985,111(12):2576-2595.
[7]Mallikarjunal,P.Mahadevappa.Computer aided analysis of reinforced concrete columns subjected to axial compression and bending-I:L-shaped Sections[J].Computer and Structures,1992,44(5):1121-1138.
[8]C.Dundar.Design of cross section of column[J].The Indian concrete Journal,1993,70(3):153-158.
[9]S.N.Sinha.Design of cross(+)section of column[J].The Indian Concrete Journal,1996,(3):153-158.
[10]陈宗平.桁架式钢骨的混凝土异形柱:不对称T形截面正截面承载力研究[D].广西:广西大学,2004.
[11]胡飞鹏.桁架式钢骨混凝土异形柱:对称T形截面柱斜截面承载力试验研究[D].广西:广西大学,2006.
[12]王博.型钢混凝土异形柱抗剪承载力研究[D].西安:西安建筑科技大学,2006.
[13]赵鸿铁,陈宗平,薛建阳.型钢混凝土异形柱的轴压比限值研究[J].世界地震工程,2008,24(1):23-28.
[14]李哲,张小锋,郭增玉,等.钢骨混凝土T形截面短柱抗剪性能试验研究[J].西北农林科技大学学报,2006,34(10):197-201.
[2]冯建平,等.L形和T形截面柱正截面承载力的研究[J].华南理工大学学报,1995,23(1):54-61.
[3]周建中,陆春阳,苏益声等.钢筋混凝土不等肢L形异形柱承载力的试验研究[J].西安建筑科技大学学报,2001,33(1):6-9.
[4]Joaquin Marin.Design aids for L-shaped reinforced concrete columns[J].ACI Structural Journal,1979,76(11):1197-1216.
[5]L.N.Ramamurthy,T.A.Hafeez Khan.L-Shaped column design for biaxial eccentricity[J].Journal of Structure Engineering,1983,109(8):1903-1917.
[6]Cheng-Tzu,Thomas Hsu.Biaxial loaded L-shaped reinforced concrete columns[J].Journal of Structure engineering,1985,111(12):2576-2595.
[7]Mallikarjunal,P.Mahadevappa.Computer aided analysis of reinforced concrete columns subjected to axial compression and bending-I:L-shaped Sections[J].Computer and Structures,1992,44(5):1121-1138.
[8]C.Dundar.Design of cross section of column[J].The Indian concrete Journal,1993,70(3):153-158.
[9]S.N.Sinha.Design of cross(+)section of column[J].The Indian Concrete Journal,1996,(3):153-158.
[10]陈宗平.桁架式钢骨的混凝土异形柱:不对称T形截面正截面承载力研究[D].广西:广西大学,2004.
[11]胡飞鹏.桁架式钢骨混凝土异形柱:对称T形截面柱斜截面承载力试验研究[D].广西:广西大学,2006.
[12]王博.型钢混凝土异形柱抗剪承载力研究[D].西安:西安建筑科技大学,2006.
[13]赵鸿铁,陈宗平,薛建阳.型钢混凝土异形柱的轴压比限值研究[J].世界地震工程,2008,24(1):23-28.
[14]李哲,张小锋,郭增玉,等.钢骨混凝土T形截面短柱抗剪性能试验研究[J].西北农林科技大学学报,2006,34(10):197-201.
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