钢框架-填充墙结构的发展与研究现状
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摘要
阐述了钢框架-填充墙结构的受力特性和简化计算模型,系统回顾和总结了其理论分析、试验研究和数值模拟等多方面的发展和研究状况。最后,针对此种结构的研究不足,指出今后应对钢框架与填充墙连接方式和填充墙开洞情况对结构性能的影响开展系统研究。
This paper expounds the mechanical characteristics and simplified analytical model of the infilled steel frame structure;it also systemically reviews and outlines the state-of-the-art in behavior of infilled steel frame structure.Several aspects with this structure are illustrated,including the theoretical analysis,experimental study and numerical simulation etc.At last,considering the deficiency of current study on the structure,some prospects research on the influence of the connection between steel frame and infill wall and the opening of infill wall on the performance of the system are offered.
This paper expounds the mechanical characteristics and simplified analytical model of the infilled steel frame structure;it also systemically reviews and outlines the state-of-the-art in behavior of infilled steel frame structure.Several aspects with this structure are illustrated,including the theoretical analysis,experimental study and numerical simulation etc.At last,considering the deficiency of current study on the structure,some prospects research on the influence of the connection between steel frame and infill wall and the opening of infill wall on the performance of the system are offered.
引文
[1]刘玉妹,李国强.带填充墙钢框架结构抗侧力性能试验及理论研究[J].建筑结构学报,2005,26(3):75-84.
[2]Wael W.El-Dakhakhni,Mohamed Elgaaly,Ahmad A.Hamid.Three Strut Model for Conerete Masonry Infilled Steel Frames[J].Journal of Structural Engineering,2003,129(2):177-185.
[3]Saneinejad A,Hobbs B.Inelastic Design of infilled Frames[J].Journal of Structural Engineering,ASCE,1995,121(4):634-650.
[4]刘建新.填充墙框架结构的一种新的抗震计算模型[J].工程抗震,1994(1):22-25.
[5]Polyakov S V,On the Interaction Between Masonry Filler Walls andEnclosing Frame When Loading in the Plane of the Wall[J].Earthquake Engineering Research Institute,1960,25(2):36-42.
[6]Doudoumis I N.Finite Element Modeling and Investigation of theBehavior of Elastic Infilled Frames Under Monotonic Loading[J].Engineering Structures,2007,29(6):1004-1024.
[7]Polyakov S V.Masonry in Framed Buildings,Godsudarstvenoe Is-datel’stvo Literatury Po Stroidal stvui Architecture[M].Moscow:1956.
[8]Holmes M.Steel Frames with Brickwork and Concrete Infilling[C]//Proceedings of the Institution of Civil Engineers.London:1961:473-478.
[9]Stafford-Smith B.Lateral Stiffness of Infilled Frames[J].ASCEJournal of the Structural Division,1962,88(ST6):183-199.
[10]Stafford-Smith B.Behavior of Square Infilled Frames[J].Journalof Structural Engineering,ASCE,1966,92(ST1):381-403.
[11]Wood R H,Plastic Composite Action and Collapse Design of Unre-inforced Shear Wall Panels in Frames[C]//Proceedings of the In-stitution of Civil Engineers.London:1978:381-411.
[12]Liauw T C,Kwan K H.Plastic Theory of Non-Integral InfilledFrames[J].Proceedings of Institution of Civil Engineers,1983,75:379-396.
[13]Liauw T C,Kwan,K H.Non Linear Analysis of Multi-Storey In-filled Frames[J].Proceedings of Institution of Civil Engineers,1982,73:441-454.
[14]Mosalam K M.Modeling of the Non-Linear Seismic Behavior ofGravity Load Designed Infilled Frames[C]//Earthquake Engi-neering Research Institute Student Paper.Los Angeles:Calif.,1996.
[15]Dawe J L.Seah C K.Behaviour of Masonry Infilled Steel Frames[J].Journal of the Canadian Society of Civil Engineering,1989,16(6):865-876.
[16]Mosalam K M,White R N,Gergely P.Static Response of InfilledFrames Using Quasi-Static Experimentation[J].Journal of Struc-tural Engineering,ASCE,1997,123(11):1462-1469.
[17]Memari A M,Aghakouchak A A,Ghafory Ashtiany M,et al.Full-scale Dynamic Testing of a Steel Frame Building During Construc-tion[J].Engineering Structures,1999(21):1115-1127.
[18]Roger D Flanagan,Richard M Bennett.In-Plane Behavior of Struc-tural Clay Tile Infilled Frames[J].Journal of Structural Engineer-ing,1999,125(6):590-599.
[19]Moghadam H A,Mohammadi M Gh,Ghaemian M.Experimentaland Analytical Investigation into Crack Strength Determination ofInfilled Steel Frames[J].Journal of Constructional Steel Re-search,2006,62(12):1341-1352.
[20]Mallick D V,Severn R T.The Behavior of Infilled Frames UnderStatic Loading[J].Proceedings of the Institution of Civil Engi-neers,1967(39):639-656.
[21]Thiruvengadam V.On the Natural Frequencies of Infilled Frames[J].Earthquake Engineering&Structural Dynamics,1985,13:401-419.
[22]Achyutha H,Jagadish R,Rao P S,et al.Finite Element Simula-tion of the Elastic Behavior of Infilled Frames with Openings[J].Computer and Structure,1986,23(5):685-689.
[23]Papia M.Analysis of Infilled Frames Using a Coupled Finite Ele-ment and Boundary Element Solution Scheme[J].InternationalJournal for Numerical Methods in Engineering,1988,26(3):731-742.
[24]May I M,Naji J H.Nonlinear Analysis of Infilled Frames UnderMonotonic and Cyclic Loading[J].Computer and Structure,1991,38(2):149-160.
[25]Riddington J R,Naom N F.Finite Element Prediction of MasonryCompressive Strength[J].Computers&Structures,1994,52(1):113-119.
[26]Dawe J L,Seah C K.Liu Y.A Computer Model for Predicting In-filled Frame Behaviour[J].Journal of the Canadian Society of Civ-il Engineering,2001,28(1):133-148.
[27]Amin Mohebkhah,Tasnimi A A,Moghadam H A.Nonlinear Anal-ysis of Masonry-Infilled Steel Frames with Openings Using DiscreteElement Method[J].Journal of Constructional Steel Research,2008,64(12):1463-1472.
[28]李国强,王城.外挂式和内嵌式ALC墙板钢框架结构的滞回性能试验研究[J].钢结构,2005,20(1):52-56.
[29]李国强,赵欣,孙飞飞,等.钢结构住宅体系墙板及墙板节点足尺模型振动台试验研究[J].地震工程与工程振动.2003,23,(2):64-70.
[30]李国强,方明雾,刘宜靖,等.钢结构住宅体系加气混凝土外墙板抗震性能试验研究[J].土木工程学报,2005,38(10):27-31.
[31]Guan Kejian,Wang Xinwu,Peng Shaomin.Research on the Ap-plication of Structural Steel Residential Building with Cavity Wall Material[C]//Proceeding of the International Symposium on Struc-tural Engineering for Young Experts.Beijing:2002:983-988.
[32]管克俭,李捍无,彭少民.空腔结构复合填充墙-钢框架抗侧力性能试验研究[J].世界地震工程,2003,19(3):73-77.
[33]刘肖凡,霍凯成,谷倩,等.新型砌体复合填充墙钢框架体系试验及有限元分析[J].西安建筑科技大学学报,2006,38(5):634-638.
[34]谷倩,彭波,刘肖凡.钢框架-砌体填充墙结构三支杆模型有限元分析[J].武汉大学学报:工学版,2006,39(5):30-34.
[35]李国华,郁银泉,顾强.钢框架内填混凝土墙结构体系有限元分析[J].四川建筑科学研究,2007,33(5):17-20.
[36]卢林枫,张涛,孙凯.GRC填充墙钢框架抗震试验研究[J].建筑结构学报,2010(增刊1):7-11.
[2]Wael W.El-Dakhakhni,Mohamed Elgaaly,Ahmad A.Hamid.Three Strut Model for Conerete Masonry Infilled Steel Frames[J].Journal of Structural Engineering,2003,129(2):177-185.
[3]Saneinejad A,Hobbs B.Inelastic Design of infilled Frames[J].Journal of Structural Engineering,ASCE,1995,121(4):634-650.
[4]刘建新.填充墙框架结构的一种新的抗震计算模型[J].工程抗震,1994(1):22-25.
[5]Polyakov S V,On the Interaction Between Masonry Filler Walls andEnclosing Frame When Loading in the Plane of the Wall[J].Earthquake Engineering Research Institute,1960,25(2):36-42.
[6]Doudoumis I N.Finite Element Modeling and Investigation of theBehavior of Elastic Infilled Frames Under Monotonic Loading[J].Engineering Structures,2007,29(6):1004-1024.
[7]Polyakov S V.Masonry in Framed Buildings,Godsudarstvenoe Is-datel’stvo Literatury Po Stroidal stvui Architecture[M].Moscow:1956.
[8]Holmes M.Steel Frames with Brickwork and Concrete Infilling[C]//Proceedings of the Institution of Civil Engineers.London:1961:473-478.
[9]Stafford-Smith B.Lateral Stiffness of Infilled Frames[J].ASCEJournal of the Structural Division,1962,88(ST6):183-199.
[10]Stafford-Smith B.Behavior of Square Infilled Frames[J].Journalof Structural Engineering,ASCE,1966,92(ST1):381-403.
[11]Wood R H,Plastic Composite Action and Collapse Design of Unre-inforced Shear Wall Panels in Frames[C]//Proceedings of the In-stitution of Civil Engineers.London:1978:381-411.
[12]Liauw T C,Kwan K H.Plastic Theory of Non-Integral InfilledFrames[J].Proceedings of Institution of Civil Engineers,1983,75:379-396.
[13]Liauw T C,Kwan,K H.Non Linear Analysis of Multi-Storey In-filled Frames[J].Proceedings of Institution of Civil Engineers,1982,73:441-454.
[14]Mosalam K M.Modeling of the Non-Linear Seismic Behavior ofGravity Load Designed Infilled Frames[C]//Earthquake Engi-neering Research Institute Student Paper.Los Angeles:Calif.,1996.
[15]Dawe J L.Seah C K.Behaviour of Masonry Infilled Steel Frames[J].Journal of the Canadian Society of Civil Engineering,1989,16(6):865-876.
[16]Mosalam K M,White R N,Gergely P.Static Response of InfilledFrames Using Quasi-Static Experimentation[J].Journal of Struc-tural Engineering,ASCE,1997,123(11):1462-1469.
[17]Memari A M,Aghakouchak A A,Ghafory Ashtiany M,et al.Full-scale Dynamic Testing of a Steel Frame Building During Construc-tion[J].Engineering Structures,1999(21):1115-1127.
[18]Roger D Flanagan,Richard M Bennett.In-Plane Behavior of Struc-tural Clay Tile Infilled Frames[J].Journal of Structural Engineer-ing,1999,125(6):590-599.
[19]Moghadam H A,Mohammadi M Gh,Ghaemian M.Experimentaland Analytical Investigation into Crack Strength Determination ofInfilled Steel Frames[J].Journal of Constructional Steel Re-search,2006,62(12):1341-1352.
[20]Mallick D V,Severn R T.The Behavior of Infilled Frames UnderStatic Loading[J].Proceedings of the Institution of Civil Engi-neers,1967(39):639-656.
[21]Thiruvengadam V.On the Natural Frequencies of Infilled Frames[J].Earthquake Engineering&Structural Dynamics,1985,13:401-419.
[22]Achyutha H,Jagadish R,Rao P S,et al.Finite Element Simula-tion of the Elastic Behavior of Infilled Frames with Openings[J].Computer and Structure,1986,23(5):685-689.
[23]Papia M.Analysis of Infilled Frames Using a Coupled Finite Ele-ment and Boundary Element Solution Scheme[J].InternationalJournal for Numerical Methods in Engineering,1988,26(3):731-742.
[24]May I M,Naji J H.Nonlinear Analysis of Infilled Frames UnderMonotonic and Cyclic Loading[J].Computer and Structure,1991,38(2):149-160.
[25]Riddington J R,Naom N F.Finite Element Prediction of MasonryCompressive Strength[J].Computers&Structures,1994,52(1):113-119.
[26]Dawe J L,Seah C K.Liu Y.A Computer Model for Predicting In-filled Frame Behaviour[J].Journal of the Canadian Society of Civ-il Engineering,2001,28(1):133-148.
[27]Amin Mohebkhah,Tasnimi A A,Moghadam H A.Nonlinear Anal-ysis of Masonry-Infilled Steel Frames with Openings Using DiscreteElement Method[J].Journal of Constructional Steel Research,2008,64(12):1463-1472.
[28]李国强,王城.外挂式和内嵌式ALC墙板钢框架结构的滞回性能试验研究[J].钢结构,2005,20(1):52-56.
[29]李国强,赵欣,孙飞飞,等.钢结构住宅体系墙板及墙板节点足尺模型振动台试验研究[J].地震工程与工程振动.2003,23,(2):64-70.
[30]李国强,方明雾,刘宜靖,等.钢结构住宅体系加气混凝土外墙板抗震性能试验研究[J].土木工程学报,2005,38(10):27-31.
[31]Guan Kejian,Wang Xinwu,Peng Shaomin.Research on the Ap-plication of Structural Steel Residential Building with Cavity Wall Material[C]//Proceeding of the International Symposium on Struc-tural Engineering for Young Experts.Beijing:2002:983-988.
[32]管克俭,李捍无,彭少民.空腔结构复合填充墙-钢框架抗侧力性能试验研究[J].世界地震工程,2003,19(3):73-77.
[33]刘肖凡,霍凯成,谷倩,等.新型砌体复合填充墙钢框架体系试验及有限元分析[J].西安建筑科技大学学报,2006,38(5):634-638.
[34]谷倩,彭波,刘肖凡.钢框架-砌体填充墙结构三支杆模型有限元分析[J].武汉大学学报:工学版,2006,39(5):30-34.
[35]李国华,郁银泉,顾强.钢框架内填混凝土墙结构体系有限元分析[J].四川建筑科学研究,2007,33(5):17-20.
[36]卢林枫,张涛,孙凯.GRC填充墙钢框架抗震试验研究[J].建筑结构学报,2010(增刊1):7-11.
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