钢框架结构与墙体(板)共同作用的研究
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摘要
从钢框架与墙体(板)共同作用的几种简化计算模型入手,介绍国内外对钢框架与各类墙体(板)共同作用的研究成果,并侧重总结墙体(板)对钢框架的抗侧刚度和抗侧承载力的影响;对新型钢框架墙体(板)的研发与应用进行展望。
Several kinds of simplified models for simulating the interaction between the steel frames and the infilled walls (panels) are discussed,as well as the research results in this field are introduced.Furthermore,particular attention is directed towards the influence of the infilled walls (panels) on the lateral stiffness and ultimate strength of the steel frame structures.Finally,an outlook for the study and application of the infilled walls (panels) in steel frames is raised.
Several kinds of simplified models for simulating the interaction between the steel frames and the infilled walls (panels) are discussed,as well as the research results in this field are introduced.Furthermore,particular attention is directed towards the influence of the infilled walls (panels) on the lateral stiffness and ultimate strength of the steel frame structures.Finally,an outlook for the study and application of the infilled walls (panels) in steel frames is raised.
引文
[1]JGJ99-98高层民用建筑钢结构技术规程[S]·
[2]Thorbum Kulak,Montgomery·Analysis of Steel Plate Shear Walls[R]·Edmontorm:Struct Engrg Rep·No·107·Dept of Civil Engineering,University of Alberta,1983·
[3]Liauw T C,Kwan K H·Nonlinear Behavior of Non-Integral In-filled Frames[J]·Computers&Structures,1984,18(3):551-560·
[4]EI-Da-Khakhni W W,Elgaaly M,Hamid A A·Three Strut Model for Concrete Masonry-Infilled Steel Frames[J]·Journal of Structural Engineering,2003,129(2):177-185·
[5]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·
[6]童根树,米旭峰·钢框架内嵌带竖缝钢筋混凝土剪力墙的内力计算模型[J]·建筑结构学报,2006,27(5):39-46·
[7]童根树,米旭峰·钢框架内嵌带竖缝钢筋混凝土剪力墙的补充计算和构造要求[J]·建筑结构学报,2006,27(5):47-55·
[8]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·
[9]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·
[10]刘玉姝,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):78-84·
[11]关国雄,夏敬谦·钢筋混凝土框架砖填充墙结构抗震性能的研究[J]·地震工程与工程振动,1996,16(1):87-99·
[12]夏敬谦,关国雄,罗学海,等·剪力墙结构、框架填充墙结构模型模拟地震试验研究[J]·地震工程与工程振动,1996,16(2):55-66.
[13]王春武,万金圣,单洁明,等·底层框架和后砌填充墙共同作用的试验研究[J]·江苏建筑,2000(2):5-9·
[14]王春武·钢筋混凝土框架-砌体墙结构性能的试验研究[J]·工业建筑,2002,32(7):71-73·
[15]Moghadam H A,Mohammadi M Gh,Ghaemian M·Experi-mental and Analytical Investigationinto Crack Strength Deter-mination of Infilled Steel Frames[J]·Journal of Constructional Steel Research,2006(62):1341-1352·
[16]Memari A M,Aghakouchak A A,Ghafory Ashtiany M,et al.Full-Scale Dynamic Testing of a Steel Frame Building During Construction[J]·Engineering Structures,1999(21):1115-1127·
[17]戴绍斌,余欢,黄俊·填充墙与钢框架协同工作性能非线性分析[J]·地震工程与工程振动,2005,25(3):24-28·
[18]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·
[19]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.
[20]Amin Mohebkhah,Tasni mi A A,Moghadam H A·Non-Line-ar Analysis of Masonry-Infilled Steel Frames with Openings U-sing Discrete Element Method[J]·Journal of ConstructionalSteel Research,2008,64:1463-1472·
[21]张溶,吴芸·空腔砌块复合墙体钢框架的刚度分析[J]·国外建材科技,2003,24(5):85-87·
[22]贾连光,孙鹏,肖青·考虑填充墙对钢框架结构体系影响的静力非线性分析[J].沈阳建筑大学学报:自然科学版,2008,24(1):11-15·
[23]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·
[2]Thorbum Kulak,Montgomery·Analysis of Steel Plate Shear Walls[R]·Edmontorm:Struct Engrg Rep·No·107·Dept of Civil Engineering,University of Alberta,1983·
[3]Liauw T C,Kwan K H·Nonlinear Behavior of Non-Integral In-filled Frames[J]·Computers&Structures,1984,18(3):551-560·
[4]EI-Da-Khakhni W W,Elgaaly M,Hamid A A·Three Strut Model for Concrete Masonry-Infilled Steel Frames[J]·Journal of Structural Engineering,2003,129(2):177-185·
[5]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·
[6]童根树,米旭峰·钢框架内嵌带竖缝钢筋混凝土剪力墙的内力计算模型[J]·建筑结构学报,2006,27(5):39-46·
[7]童根树,米旭峰·钢框架内嵌带竖缝钢筋混凝土剪力墙的补充计算和构造要求[J]·建筑结构学报,2006,27(5):47-55·
[8]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·
[9]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·
[10]刘玉姝,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):78-84·
[11]关国雄,夏敬谦·钢筋混凝土框架砖填充墙结构抗震性能的研究[J]·地震工程与工程振动,1996,16(1):87-99·
[12]夏敬谦,关国雄,罗学海,等·剪力墙结构、框架填充墙结构模型模拟地震试验研究[J]·地震工程与工程振动,1996,16(2):55-66.
[13]王春武,万金圣,单洁明,等·底层框架和后砌填充墙共同作用的试验研究[J]·江苏建筑,2000(2):5-9·
[14]王春武·钢筋混凝土框架-砌体墙结构性能的试验研究[J]·工业建筑,2002,32(7):71-73·
[15]Moghadam H A,Mohammadi M Gh,Ghaemian M·Experi-mental and Analytical Investigationinto Crack Strength Deter-mination of Infilled Steel Frames[J]·Journal of Constructional Steel Research,2006(62):1341-1352·
[16]Memari A M,Aghakouchak A A,Ghafory Ashtiany M,et al.Full-Scale Dynamic Testing of a Steel Frame Building During Construction[J]·Engineering Structures,1999(21):1115-1127·
[17]戴绍斌,余欢,黄俊·填充墙与钢框架协同工作性能非线性分析[J]·地震工程与工程振动,2005,25(3):24-28·
[18]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·
[19]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.
[20]Amin Mohebkhah,Tasni mi A A,Moghadam H A·Non-Line-ar Analysis of Masonry-Infilled Steel Frames with Openings U-sing Discrete Element Method[J]·Journal of ConstructionalSteel Research,2008,64:1463-1472·
[21]张溶,吴芸·空腔砌块复合墙体钢框架的刚度分析[J]·国外建材科技,2003,24(5):85-87·
[22]贾连光,孙鹏,肖青·考虑填充墙对钢框架结构体系影响的静力非线性分析[J].沈阳建筑大学学报:自然科学版,2008,24(1):11-15·
[23]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·
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