高层建筑混合连肢墙体系的抗震性能
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摘要
首先介绍了混合连肢墙体系的产生背景和特点,然后给出了该体系在整体结构和节点性能等方面的研究现状。在总结已有研究成果的基础上,指出了目前研究存在的不足和需要进一步解决的问题,并提出了一种新型钢梁柱焊接连接形式的混合连肢墙体系—含型钢边缘构件的混合连肢墙体系,具有构造简单、施工方便的特点。初步研究结果表明,该种新型连接形式滞回曲线饱满,强度和刚度退化缓慢,具有优良的抗震性能,是混合连肢墙体系值得研究的一个方面。最后给出了这种新型体系的研究内容和需要考虑的主要影响因素。
The background of hybrid coupled wall system(HCWs)stemmed from and its characteristics were presented firstly in this paper.Then state-of-the-art of the research work was introduced.Based on the current achievements,the defect of present work and the problems needing further study were pointed out,and a new kind of welded beam to column connection details of HCWs with steel boundary element in shear walls was proposed,which was simple in details and in construction.Preliminary study showed that the hysteretic curves of this new kind of HCWS were stable and plump,with little degradation in strength and stiffness.So this kind of HCWs had perfect aseismic behaviors and was valuable to study further.At last,the orientation and main influencing factors for future study were suggested.
The background of hybrid coupled wall system(HCWs)stemmed from and its characteristics were presented firstly in this paper.Then state-of-the-art of the research work was introduced.Based on the current achievements,the defect of present work and the problems needing further study were pointed out,and a new kind of welded beam to column connection details of HCWs with steel boundary element in shear walls was proposed,which was simple in details and in construction.Preliminary study showed that the hysteretic curves of this new kind of HCWS were stable and plump,with little degradation in strength and stiffness.So this kind of HCWs had perfect aseismic behaviors and was valuable to study further.At last,the orientation and main influencing factors for future study were suggested.
引文
[1]Mohammad Hassan.Inelastic Dynamic Behavior and Design of Hybrid Coupled Wall Systems[D].PhD Dissertation,University of Central Florida,Spring,2004.
[2]Mohamed Hassan and Sherif EI-Tawil.Inelastic Dynamic Behavior of Hybrid Coupled Walls[J].Journal of Structural Engineering,2004,130(2):285-296.
[3]Isao Nishiyama Subhash C.Goel Hiroyuki Yamanouchi.U.S.-Japan Cooperative Earthquake Research Program Phase5-Composite and Hybrid Structures[R].Department of Civil and Environmental Engineering,the University of Michigan College of Engineering,Dec,1998.
[4]Gregory G.Deierlein and Hiroshi Noguchi.Overview of U.S.-Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures[J].Journal of Structural Engineering,2004,130(2):361-367.
[5]Bahram M.Shahrooz,Mark E.Remmetter and Fei Qin.Seismic Design and Performance of Composite Coupled Walls[J].Journal of Structural Engineering,1993,119(11):3291-3309.
[6]Mattock,A.H.and Gaafar,G.H.Strength of Embedded Steel Sections as Brackets[J].ACI J.,1982,79(2):83-93.
[7]Kent A.Harries,J.Dan′l Moultonand Robert L.Clemson.Parametric Study of Coupled Wall Behavior---Implications for the Design of Coupling Beams[J].Journal of Structural Engineering,2004,130(3):480-488.
[8]Kent A.Harries,Denis Mitchell,William D.Cook etc.Seismic Response of Steel Beams Coupling Concrete Walls[J].Journal of Structural Engineering,1993,119(12):3611-3629.
[9]Kent A.Harries,Denis Mitchell,William D.Cook and Richard G.Redwood.Seismic Design of Coupled Walls-A Case For Mixed Construction[J].Canada Journal of Civil Engineering,1997,24(3):448-459.
[10]Riyadh A.Hindi and Midhat A.Hassan.Nonlinear Behavior of Diagonally Reinforced Coupling Beams[C],Structures2004-Building onthe Past:Securingthe Future.Edited by George E.Blandford,Proceedings of the2004Structures Congress,May22-26,2004,Nashville,Tennessee.
[11]Marcakis,K.and Mitchell,D.Precast concrete connections with embedded steel members[J].PCI J.,1980,25(4):88-116.
[12]Sherif EI-Tawil,Christopher M.Kuenzli and Mohamed Hassan.Pushover of Hybrid Coupled Walls.I:Design and Modeling[J].Journal of Structural Engineering,2002,128(10):1272-1281.
[13]Sherif EI-Tawil and Christopher M.Kuenzli.Pushover of Hybrid Coupled Walls.II:Analysis and Behavior[J].Journal of Structural Engineering,2002,128(10):1282-1289.
[14]Mohammad Hassan and Sherif El-Tawil.Nonlinear Dynamic Response of Hybrid Coupled Wall Systems[C].Metropolis&Beyond2005,Edited by American Society of Civil Engineers,Proceedings of the2005Structures Congress and the2005Forensic Engineering Symposium,April20-24,2005,New York,NY.
[15]Christopher Kuenzli,Sherif El-Tawil and Mohamed Hassan etc.Seismic Design of Hybrid Coupled Walls[C].Structures2001-AStructural Engineering Odyssey,Edited by Peter C.Chang,Proceedings of the2001Structural Congress and Exposition.May21-23,2001,Washington,D.C.
[16]Pilakoutas,K.Earthquake Resistant Design of Reinforced Concrete Walls[D].PhD Dissertation,University of London.1990.
[17]Oesterle,R.G.,Fiorato,A.E.,Johal,L.S.,and Corley,W.G.Earthquake Resistant Structural Walls-Tests of Isolated Walls[R].Report No.NSF/RA-760815.Construction Technology Laboratories,Portland Cement Association,Skokie,Illinois.1976.
[18]Oesterle,R.G.,Aristizabal-Ochoa,J.D.,Fiorato,A.E.,Russell,H.G.,and Corley,W.G.Earthquake Resistant Structural Walls-Tests of Isolated Walls-II[R].Report No.NSF/RA-790275.Construction Technology Laboratories,Portland Cement Association,Skokie,Illinois.1979.
[19]Remmetter,M.E.,Qin,F.,and Shahrooz,B.M.Seismic Resistace of Composite Coupled Structural Walls[R].Report No.UC-CII92/01.Cincinnati Infrastructure Institute,Univ.of Cincinnati,Cincinnati.1992.
[20]Wan-Shin Park,Hyun-Do Yun.Seismic behavior of coupling beams in a hybrid coupled shear walls[J].Journal of Constructional Steel Research.2005,61(11):1492-1524.
[21]Wan-Shin Park,Hyun-Do Yun.Seismic behavior of steel coupling beams linking reinforced concrete shear walls[J].Engineering Structures,2005,27(7):1024-1039.
[22]Wan-Shin Park,Hyun-Do Yun,Sun-Kyoung Hwang,Byung-Chan Han,Seung Yang.Shear strength of the connection between a steel coupling beam and a reinforced concrete shear wall in a hybrid wall system[J].Journal of Constructional Steel Research,2005,61(7):912-941.
[23]Wan-Shin Park,Hyun-Do Yun.The bearing strength of steel coupling beam-reinforced concrete shear wall connections[J].Nuclear Engineering and Design,2006,236:77-93.
[24]Wan-Shin Park,Hyun-Do Yun.Seismic behaviour and design of steel coupling beams in a hybrid coupled shear wall systems[J].Nuclear Engineering and Design2006,236:2474-2484.
[25]Wan-Shin Park,Hyun-Do Yun.Bearing strength of steel coupling beam connections embedded reinforced concrete shear walls[J].Engineering Structures,2006,28:1319-1334.
[26]Wan-Shin Park,Hyun-Do Yun.Seismic performance of steel coupling beam-wall connections in panel shear failure[J].Journal of Constructional Steel Research,2006,62:1016-1025.
[27]Wan-Shin Park,Hyun-Do Yun.Panel shear strength of steel coupling beam-wall connections in a hybrid wall system[J].Journal of Constructional Steel Research,2006,62(10):1026-1038.
[28]Park R,Priestly MJN,Grill WD.Ductility of square confined concrete columns[J].Journal of the Structural Division,ASCE,1982,108(4):929-950.
[29]Minami K.Beam to Column Stress Transfer in Composite Structures[M].In:Roeder C,editor.New York(NY),ASCE,1985.
[30]Hiroshi Noguchi and Kazuhiro Uchida.Finite Element Method Analysis of Hybrid Structural Frames with Reinforced Concrete Columns and Steel Beams[J].Journal of Structural Engineering,2004,130(2):328-335.
[31]Wai-Yin Lam,Ray Kai-Leung Su and Hoat-Joen Pam.Experimental Study on Embedded Steel Plate Composite Coupling Beams[J].Journal of Structural Engineering,2005,131(8):1294-1302.
[32]Yahya C.Kurama and Qiang Shen.Post-tensioned Hybrid Coupled Walls under Lateral Loads[J].Journal of Structural Engineering,2004,130(2):297-309.
[33]Qiang Shen and Yahya C.Kurama.Nonlinear Behavior of Post-tensioned Hybrid Coupled Wall Subassemblages[J].Journal of Structural Engineering,2002,128(10):1290-1300.
[34]Qiang Shen and Yahya C.Kurama.Lateral Load Behavior of Unbounded Post-Tensioned Hybrid Coupled Walls[C].U.S.-Japan Cooperative Earthquake Research Program on Composite and Hybrid Structures Sixth Joint Technical Coordinating Committee Meeting,San Francisco,CA,August,1999.
[35]Yahya C.Kurama and Qiang Shen.Seismic Design and Parametric Response Evaluation of Unbounded Post-Tensioned Hybrid Coupled Walls[C].U.S.-Japan Cooperative Earthquake Research Programon Composite and Hybrid Structures Sixth Joint Technical Coordinating Committee Meeting,San Francisco,CA,August,1999.
[36]Yahya C.Kurama and Qiang Shen.Seismic Design and Parametric Response Evaluation of Unbounded Post-Tensioned Hybrid Coupled Walls[C].U.S.-Japan Cooperative Earthquake Research Programon Composite and Hybrid Structures Sixth Joint Technical Coordinating Committee Meeting,San Francisco,CA,August,1999.
[37]Brad D.Weldon and Yahya C.Kurama.Coupling of Concrete Walls Using Post-Tensioned Precast Concrete Beams[C].Metropolis&Beyond2005,Edited by American Society of Civil Engineers,Proceedings of the2005Structures Congress and the2005Forensic Engineering Symposium,April20-24,2005,New York,NY.
[38]O.Chaallal and N.Ghlamallah.Seismic Response of Flexibly Supported Coupled Shear Walls[J].Journal of Structural Engineering.1996,122(12):1187-1197.
[39]周军海,阎奇武,徐翔.国外钢连梁与剪力墙节点研究[J].四川建筑,2007,27(3):139-140.
[40]孙巍巍,孟少平.后张无粘结预应力装配混凝土联肢抗震墙的连梁组合体抗侧性能[J].东南大学学报(自然科学版),2007,37(2):190-194.
[41]李国强,曲冰,孙飞飞,等.高层建筑混合结构钢梁与混凝土墙节点低周反复加载试验研究[J],建筑结构学报,2003,24(4):1-7.
[42]李国强,周向明,丁翔.高层建筑钢-混凝土混合结构模型模拟地震振动台试验研究[J].建筑结构学报,2001,22(2):2-7.
[43]邓志恒,潘峰,潘志明.钢连梁控制结构地震反应弹塑性动力时程分析[J].广西大学学报(自然科学版),2007,32(2):163-166.
[44]郭峰.含型钢边缘构件的混合连肢墙体系钢梁与剪力墙的连接性能[D].西安建筑科技大学硕士学位论文,西安,2007.
[2]Mohamed Hassan and Sherif EI-Tawil.Inelastic Dynamic Behavior of Hybrid Coupled Walls[J].Journal of Structural Engineering,2004,130(2):285-296.
[3]Isao Nishiyama Subhash C.Goel Hiroyuki Yamanouchi.U.S.-Japan Cooperative Earthquake Research Program Phase5-Composite and Hybrid Structures[R].Department of Civil and Environmental Engineering,the University of Michigan College of Engineering,Dec,1998.
[4]Gregory G.Deierlein and Hiroshi Noguchi.Overview of U.S.-Japan Research on the Seismic Design of Composite Reinforced Concrete and Steel Moment Frame Structures[J].Journal of Structural Engineering,2004,130(2):361-367.
[5]Bahram M.Shahrooz,Mark E.Remmetter and Fei Qin.Seismic Design and Performance of Composite Coupled Walls[J].Journal of Structural Engineering,1993,119(11):3291-3309.
[6]Mattock,A.H.and Gaafar,G.H.Strength of Embedded Steel Sections as Brackets[J].ACI J.,1982,79(2):83-93.
[7]Kent A.Harries,J.Dan′l Moultonand Robert L.Clemson.Parametric Study of Coupled Wall Behavior---Implications for the Design of Coupling Beams[J].Journal of Structural Engineering,2004,130(3):480-488.
[8]Kent A.Harries,Denis Mitchell,William D.Cook etc.Seismic Response of Steel Beams Coupling Concrete Walls[J].Journal of Structural Engineering,1993,119(12):3611-3629.
[9]Kent A.Harries,Denis Mitchell,William D.Cook and Richard G.Redwood.Seismic Design of Coupled Walls-A Case For Mixed Construction[J].Canada Journal of Civil Engineering,1997,24(3):448-459.
[10]Riyadh A.Hindi and Midhat A.Hassan.Nonlinear Behavior of Diagonally Reinforced Coupling Beams[C],Structures2004-Building onthe Past:Securingthe Future.Edited by George E.Blandford,Proceedings of the2004Structures Congress,May22-26,2004,Nashville,Tennessee.
[11]Marcakis,K.and Mitchell,D.Precast concrete connections with embedded steel members[J].PCI J.,1980,25(4):88-116.
[12]Sherif EI-Tawil,Christopher M.Kuenzli and Mohamed Hassan.Pushover of Hybrid Coupled Walls.I:Design and Modeling[J].Journal of Structural Engineering,2002,128(10):1272-1281.
[13]Sherif EI-Tawil and Christopher M.Kuenzli.Pushover of Hybrid Coupled Walls.II:Analysis and Behavior[J].Journal of Structural Engineering,2002,128(10):1282-1289.
[14]Mohammad Hassan and Sherif El-Tawil.Nonlinear Dynamic Response of Hybrid Coupled Wall Systems[C].Metropolis&Beyond2005,Edited by American Society of Civil Engineers,Proceedings of the2005Structures Congress and the2005Forensic Engineering Symposium,April20-24,2005,New York,NY.
[15]Christopher Kuenzli,Sherif El-Tawil and Mohamed Hassan etc.Seismic Design of Hybrid Coupled Walls[C].Structures2001-AStructural Engineering Odyssey,Edited by Peter C.Chang,Proceedings of the2001Structural Congress and Exposition.May21-23,2001,Washington,D.C.
[16]Pilakoutas,K.Earthquake Resistant Design of Reinforced Concrete Walls[D].PhD Dissertation,University of London.1990.
[17]Oesterle,R.G.,Fiorato,A.E.,Johal,L.S.,and Corley,W.G.Earthquake Resistant Structural Walls-Tests of Isolated Walls[R].Report No.NSF/RA-760815.Construction Technology Laboratories,Portland Cement Association,Skokie,Illinois.1976.
[18]Oesterle,R.G.,Aristizabal-Ochoa,J.D.,Fiorato,A.E.,Russell,H.G.,and Corley,W.G.Earthquake Resistant Structural Walls-Tests of Isolated Walls-II[R].Report No.NSF/RA-790275.Construction Technology Laboratories,Portland Cement Association,Skokie,Illinois.1979.
[19]Remmetter,M.E.,Qin,F.,and Shahrooz,B.M.Seismic Resistace of Composite Coupled Structural Walls[R].Report No.UC-CII92/01.Cincinnati Infrastructure Institute,Univ.of Cincinnati,Cincinnati.1992.
[20]Wan-Shin Park,Hyun-Do Yun.Seismic behavior of coupling beams in a hybrid coupled shear walls[J].Journal of Constructional Steel Research.2005,61(11):1492-1524.
[21]Wan-Shin Park,Hyun-Do Yun.Seismic behavior of steel coupling beams linking reinforced concrete shear walls[J].Engineering Structures,2005,27(7):1024-1039.
[22]Wan-Shin Park,Hyun-Do Yun,Sun-Kyoung Hwang,Byung-Chan Han,Seung Yang.Shear strength of the connection between a steel coupling beam and a reinforced concrete shear wall in a hybrid wall system[J].Journal of Constructional Steel Research,2005,61(7):912-941.
[23]Wan-Shin Park,Hyun-Do Yun.The bearing strength of steel coupling beam-reinforced concrete shear wall connections[J].Nuclear Engineering and Design,2006,236:77-93.
[24]Wan-Shin Park,Hyun-Do Yun.Seismic behaviour and design of steel coupling beams in a hybrid coupled shear wall systems[J].Nuclear Engineering and Design2006,236:2474-2484.
[25]Wan-Shin Park,Hyun-Do Yun.Bearing strength of steel coupling beam connections embedded reinforced concrete shear walls[J].Engineering Structures,2006,28:1319-1334.
[26]Wan-Shin Park,Hyun-Do Yun.Seismic performance of steel coupling beam-wall connections in panel shear failure[J].Journal of Constructional Steel Research,2006,62:1016-1025.
[27]Wan-Shin Park,Hyun-Do Yun.Panel shear strength of steel coupling beam-wall connections in a hybrid wall system[J].Journal of Constructional Steel Research,2006,62(10):1026-1038.
[28]Park R,Priestly MJN,Grill WD.Ductility of square confined concrete columns[J].Journal of the Structural Division,ASCE,1982,108(4):929-950.
[29]Minami K.Beam to Column Stress Transfer in Composite Structures[M].In:Roeder C,editor.New York(NY),ASCE,1985.
[30]Hiroshi Noguchi and Kazuhiro Uchida.Finite Element Method Analysis of Hybrid Structural Frames with Reinforced Concrete Columns and Steel Beams[J].Journal of Structural Engineering,2004,130(2):328-335.
[31]Wai-Yin Lam,Ray Kai-Leung Su and Hoat-Joen Pam.Experimental Study on Embedded Steel Plate Composite Coupling Beams[J].Journal of Structural Engineering,2005,131(8):1294-1302.
[32]Yahya C.Kurama and Qiang Shen.Post-tensioned Hybrid Coupled Walls under Lateral Loads[J].Journal of Structural Engineering,2004,130(2):297-309.
[33]Qiang Shen and Yahya C.Kurama.Nonlinear Behavior of Post-tensioned Hybrid Coupled Wall Subassemblages[J].Journal of Structural Engineering,2002,128(10):1290-1300.
[34]Qiang Shen and Yahya C.Kurama.Lateral Load Behavior of Unbounded Post-Tensioned Hybrid Coupled Walls[C].U.S.-Japan Cooperative Earthquake Research Program on Composite and Hybrid Structures Sixth Joint Technical Coordinating Committee Meeting,San Francisco,CA,August,1999.
[35]Yahya C.Kurama and Qiang Shen.Seismic Design and Parametric Response Evaluation of Unbounded Post-Tensioned Hybrid Coupled Walls[C].U.S.-Japan Cooperative Earthquake Research Programon Composite and Hybrid Structures Sixth Joint Technical Coordinating Committee Meeting,San Francisco,CA,August,1999.
[36]Yahya C.Kurama and Qiang Shen.Seismic Design and Parametric Response Evaluation of Unbounded Post-Tensioned Hybrid Coupled Walls[C].U.S.-Japan Cooperative Earthquake Research Programon Composite and Hybrid Structures Sixth Joint Technical Coordinating Committee Meeting,San Francisco,CA,August,1999.
[37]Brad D.Weldon and Yahya C.Kurama.Coupling of Concrete Walls Using Post-Tensioned Precast Concrete Beams[C].Metropolis&Beyond2005,Edited by American Society of Civil Engineers,Proceedings of the2005Structures Congress and the2005Forensic Engineering Symposium,April20-24,2005,New York,NY.
[38]O.Chaallal and N.Ghlamallah.Seismic Response of Flexibly Supported Coupled Shear Walls[J].Journal of Structural Engineering.1996,122(12):1187-1197.
[39]周军海,阎奇武,徐翔.国外钢连梁与剪力墙节点研究[J].四川建筑,2007,27(3):139-140.
[40]孙巍巍,孟少平.后张无粘结预应力装配混凝土联肢抗震墙的连梁组合体抗侧性能[J].东南大学学报(自然科学版),2007,37(2):190-194.
[41]李国强,曲冰,孙飞飞,等.高层建筑混合结构钢梁与混凝土墙节点低周反复加载试验研究[J],建筑结构学报,2003,24(4):1-7.
[42]李国强,周向明,丁翔.高层建筑钢-混凝土混合结构模型模拟地震振动台试验研究[J].建筑结构学报,2001,22(2):2-7.
[43]邓志恒,潘峰,潘志明.钢连梁控制结构地震反应弹塑性动力时程分析[J].广西大学学报(自然科学版),2007,32(2):163-166.
[44]郭峰.含型钢边缘构件的混合连肢墙体系钢梁与剪力墙的连接性能[D].西安建筑科技大学硕士学位论文,西安,2007.
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