带缝钢板剪力墙抗侧刚度和承载力的计算
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摘要
本文在带缝钢板剪力墙有限元分析和试验研究的基础上,推导了带缝钢板剪力墙的弹性抗侧刚度估算公式、剪切承载力估算公式,提出带缝钢板剪力墙的理论骨架线和适合工程应用的简化骨架线,得到一些有意义结论。
Basis on the FEM analyses and test study of the slitted steel shear wall, the formulas to estimate the elastic lateral stiffness and shear bearing are deduced in this paper. The theoretical and simplified skeleton curves are also presented in this paper. Some useful conclusions are given.
Basis on the FEM analyses and test study of the slitted steel shear wall, the formulas to estimate the elastic lateral stiffness and shear bearing are deduced in this paper. The theoretical and simplified skeleton curves are also presented in this paper. Some useful conclusions are given.
引文
[1]T.M.R oberts.Seism ic R esistance ofSteelPlate Shear W alls[J].Engineering Structures,1995,17(5):344-351.
[2]C accese V.,Elgaaly,M.,and C hen,R.Experim ental study ofthin steelplate shearw allsundercyclic load[J].J.Struct.Engrg.,A SC E,1993,119(2):573-587.
[3]D river R.G.,K ulak,G.L.,K ennedy,D.J.,and Elw i,A.E.C yclic testoffour-story steelplate shearw all.[J].J.Struct.Eng.A SC E,1998,124(2):112-120.
[4]D arren V ian,Y ing-C heng Lin,M ichel Bruneau and K eh-C hyuan T sai.C yclic perform ance oflow yield strength steel panel shear w alls[A].T he Sixteenth K K C N N Sym posium on C ivilEngineering[C].K orea,D ecem ber8-10,2003:379-384.
[5]T oko H itaka,C hiakiM atsui.Experim entalstudy on steel shearw allw ith slits[J].J.Struct.Eng.A SC E,2003,129(5):586-594.
[6]温沛纲,魏德敏.带缝钢板剪力墙的理论分析.中国计算力学大会论文集[C].北京:北京大学出版社,2003:1047-1052.
[7]魏德敏,温沛纲,卞宗舒.新型钢板剪力墙的试验研究及其数值模拟[J].地震工程与工程振动,2006,26(1):129-133.
[8]魏德敏,温沛纲.新型钢板剪力墙钢框架结构的地震响应分析[J].地震工程与工程振动,2004,24(1):63-67.
[9]孙炳南,洪滔,杨骊先.工程弹塑性力学[M].浙江大学出版社,1998.
[2]C accese V.,Elgaaly,M.,and C hen,R.Experim ental study ofthin steelplate shearw allsundercyclic load[J].J.Struct.Engrg.,A SC E,1993,119(2):573-587.
[3]D river R.G.,K ulak,G.L.,K ennedy,D.J.,and Elw i,A.E.C yclic testoffour-story steelplate shearw all.[J].J.Struct.Eng.A SC E,1998,124(2):112-120.
[4]D arren V ian,Y ing-C heng Lin,M ichel Bruneau and K eh-C hyuan T sai.C yclic perform ance oflow yield strength steel panel shear w alls[A].T he Sixteenth K K C N N Sym posium on C ivilEngineering[C].K orea,D ecem ber8-10,2003:379-384.
[5]T oko H itaka,C hiakiM atsui.Experim entalstudy on steel shearw allw ith slits[J].J.Struct.Eng.A SC E,2003,129(5):586-594.
[6]温沛纲,魏德敏.带缝钢板剪力墙的理论分析.中国计算力学大会论文集[C].北京:北京大学出版社,2003:1047-1052.
[7]魏德敏,温沛纲,卞宗舒.新型钢板剪力墙的试验研究及其数值模拟[J].地震工程与工程振动,2006,26(1):129-133.
[8]魏德敏,温沛纲.新型钢板剪力墙钢框架结构的地震响应分析[J].地震工程与工程振动,2004,24(1):63-67.
[9]孙炳南,洪滔,杨骊先.工程弹塑性力学[M].浙江大学出版社,1998.
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