SRC-RC竖向混合结构过渡层抗震设计方法探讨
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摘要
首先介绍了SRC-RC竖向混合结构的受力特点和性能优势;并针对我国和日本的相关规程及工程应用实践,结合日本阪神地震中SRC-RC竖向混合结构的主要震害特点,指出国内外SRC-RC竖向混合结构过渡层抗震设计方法所存在的主要问题及不足。在综合分析阪神地震后日本关于SRC-RC竖向混合结构过渡层抗震设计方法的最新研究进展的基础上,提出了SRC-RC竖向混合结构过渡层抗震设计的设计思路和方法,可为SRC-RC竖向混合结构过渡层抗震设计提供参考。
In this paper,the main characters of the SRC-RC vertical hybrid structures are firstly introduced,in which the structural form changes from SRC(steel reinforced concrete) structure to RC(reinforced concrete) structure.Based on the engineering practices and the design codes in China and Japan,and together with the damage features of all types of the structures in 1995 Hyogoken-Nanbu earthquake in Japan,the shortcomings and problems of current seismic design of the transmission story are analyzed in detail. With summing up of the researched achievement in Japan after 1995,some advice and methods on seismic design of the transmission story of the vertical hybrid structures are finally presented.
In this paper,the main characters of the SRC-RC vertical hybrid structures are firstly introduced,in which the structural form changes from SRC(steel reinforced concrete) structure to RC(reinforced concrete) structure.Based on the engineering practices and the design codes in China and Japan,and together with the damage features of all types of the structures in 1995 Hyogoken-Nanbu earthquake in Japan,the shortcomings and problems of current seismic design of the transmission story are analyzed in detail. With summing up of the researched achievement in Japan after 1995,some advice and methods on seismic design of the transmission story of the vertical hybrid structures are finally presented.
引文
[1] 赵鸿铁．钢与混凝土组合结构[M]．北京：科学出版社，2001．
[2] 叶列平，方鄂华．钢骨混凝土构件受力性能研究综述[J]．土木工程学报，2000，33(5)：1-11．
[3] Wakabayashi M．Recent development and research on composite and mixed Building in Japan[A]．Prec．of the 4th ASCCS Intemational Cornfer-enee[C]，Bratislava，Slobakia，1994，237-242．
[4] Roeder C W．Composite and Mixed Construction[M]．Published by ASCE．1984．
[5] 李惠．高强混凝土及其组合结构[M]．北京：科学出版社，2004．
[6] 刘大海，杨翠如．型钢／钢管混凝土高楼计算和构造[M]．北京：中国建筑工业出版社．2003．
[7] God S C，Yamanouchi H．U．S．-Japan cooperative Earthquake Research program on composite and hybrid structures-an overview and statusreport[A]．Proceedings of the 1997 15th structures congress[C]，Part 2，1997，1997，13-16．
[8] Morino S．Recent developments in hybrid structures in Japan-research，design and construction，Engineering Structures，1998，20(4)：336-346．
[9] 李向民，张誉，陈宗樑．钢骨高强混凝土柱轴压比限值[J]．建筑结构，1999，29(7)：10-13．
[10]蔡益燕．组合结构应用的几点思考[J]．中国建筑金属结构，第3期．
[11]崔鸿超．日本兵库县南部地震震害综述[J]．建筑结构学报，1996．17(2)：2-13．
[12]周炳章．日本阪神地震的震害及教训[J]．工程抗震，1996，12(1)：39-42．
[13] Azizinaimi A．Steel reinforced concrete structures in 1995 Hyogoken-Nanbu earthquake[J]_Journal of structural Engineering，1997，123(8)：986-992．
[14] YBJ 9082—97，钢骨混凝土结构设计规程[S]．北京：冶金工业出版社，1998．
[15]JGJ 138-2001，型钢混凝土组合结构技术规程[S]．北京：中国建筑工业出版社，2001．
[16]#12
[17]#12
[18]#12
[19]#12
[20]SUZUKI H，NISHIHARA H，etc．Structural performance of mixed member composed of steel reinforced concrete and reinforced concrete[A]．Proc．12th World Conf．on Earthquake Engrg[C]．Mexico，Paper No．2241，2000.
[21]#12
[22]YAMAMOTO K，KOMlYAY,etc．Experimental study on Seismic capacity composite column formed SRC and RC part．Proc[A]．12th WorldConf．on Earthquake Engrg[C]，Mexico，Paper No1426，2000．
[23]山口美有希，木村润一，郑真安，河野昭彦，SRC—RC混合柱部材のモテル[A]．日本建筑学会大会学术讲演梗概集[C]．2004，北海道．
[2] 叶列平，方鄂华．钢骨混凝土构件受力性能研究综述[J]．土木工程学报，2000，33(5)：1-11．
[3] Wakabayashi M．Recent development and research on composite and mixed Building in Japan[A]．Prec．of the 4th ASCCS Intemational Cornfer-enee[C]，Bratislava，Slobakia，1994，237-242．
[4] Roeder C W．Composite and Mixed Construction[M]．Published by ASCE．1984．
[5] 李惠．高强混凝土及其组合结构[M]．北京：科学出版社，2004．
[6] 刘大海，杨翠如．型钢／钢管混凝土高楼计算和构造[M]．北京：中国建筑工业出版社．2003．
[7] God S C，Yamanouchi H．U．S．-Japan cooperative Earthquake Research program on composite and hybrid structures-an overview and statusreport[A]．Proceedings of the 1997 15th structures congress[C]，Part 2，1997，1997，13-16．
[8] Morino S．Recent developments in hybrid structures in Japan-research，design and construction，Engineering Structures，1998，20(4)：336-346．
[9] 李向民，张誉，陈宗樑．钢骨高强混凝土柱轴压比限值[J]．建筑结构，1999，29(7)：10-13．
[10]蔡益燕．组合结构应用的几点思考[J]．中国建筑金属结构，第3期．
[11]崔鸿超．日本兵库县南部地震震害综述[J]．建筑结构学报，1996．17(2)：2-13．
[12]周炳章．日本阪神地震的震害及教训[J]．工程抗震，1996，12(1)：39-42．
[13] Azizinaimi A．Steel reinforced concrete structures in 1995 Hyogoken-Nanbu earthquake[J]_Journal of structural Engineering，1997，123(8)：986-992．
[14] YBJ 9082—97，钢骨混凝土结构设计规程[S]．北京：冶金工业出版社，1998．
[15]JGJ 138-2001，型钢混凝土组合结构技术规程[S]．北京：中国建筑工业出版社，2001．
[16]#12
[17]#12
[18]#12
[19]#12
[20]SUZUKI H，NISHIHARA H，etc．Structural performance of mixed member composed of steel reinforced concrete and reinforced concrete[A]．Proc．12th World Conf．on Earthquake Engrg[C]．Mexico，Paper No．2241，2000.
[21]#12
[22]YAMAMOTO K，KOMlYAY,etc．Experimental study on Seismic capacity composite column formed SRC and RC part．Proc[A]．12th WorldConf．on Earthquake Engrg[C]，Mexico，Paper No1426，2000．
[23]山口美有希，木村润一，郑真安，河野昭彦，SRC—RC混合柱部材のモテル[A]．日本建筑学会大会学术讲演梗概集[C]．2004，北海道．
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