[1]李　峰,李　慎,郭宏超,等.钢板剪力墙抗震性能的试验研究[J].西安建筑科技大学学报:自然科学版,2011,43(05):623-630.[doi:DOI :10.15986/j .1006-7930.2011.05.023]
　LI Feng,L I Shen,GUO Hong-chao,et al.Experimental investigation of seismic performanceof steel plate shear walls[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(05):623-630.[doi:DOI :10.15986/j .1006-7930.2011.05.023]
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钢板剪力墙抗震性能的试验研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年05期
页码:
623-630
栏目:
出版日期:
2011-10-31

文章信息/Info

Title:
Experimental investigation of seismic performance
of steel plate shear walls
文章编号:
1006-7930(2011)05-0623-08
作者:
李　峰1 ;  李　慎1 ;  郭宏超1 ;  王　栋1 ;  刘建毅2
(1.西安建筑科技大学土木工程学院, 陕西西安710055;
2.中国石油天然气管道工程有限公司上海分公司, 上海200127)
Author(s):
LI Feng 1 ;  L I Shen1 ;  GUO Hong-chao1 ;  WAN G Dong1 ;  LIU J ian-y i 2
(1.Scho ol o f Civil Eng ., Xi′an Univ ersity of Arch .& Tech ., Xi′an 710055 , China ;
2 .China Petr oleum Pipe line Eng ineering Co rpo ratio n Shang hai branch, Sha ng hai 200127 , China)
关键词:
 ; 钢板剪力墙; 低周反复荷载; 延性; 滞回曲线
Keywords:
steel plate shear wal l ; cy clic load ing ; ductility ; hy steretic curve .
分类号:
TU392.4
DOI:
DOI :10.15986/j .1006-7930.2011.05.023
文献标志码:
A
摘要:
通过对非加劲、十字加劲、开洞和开洞开缝四组钢板剪力墙试件进行低周反复荷载试验, 系统研究了
这四种形式钢板剪力墙的整体抗震性能, 对比分析其滞回曲线、承载能力、抗侧移刚度和延性等性能指标.试
验结果表明:非加劲钢板剪力墙具有较高的抗侧移刚度和承载能力, 而其滞回曲线却呈现出明显的捏缩效应;
非加劲钢板墙设置了十字加劲肋后, 其滞回曲线的捏缩效应基本没有改变, 而内填钢板的抗侧移刚度和承载
能力可大幅度提高;非加劲钢板墙开设了洞口或缝之后, 内填钢板的抗侧移刚度和承载能力虽有所下降, 但是
其滞回曲线很饱满, 改善了非加劲薄钢板墙在循环荷载作用时零位移附近的零刚度、甚至负刚度现象, 显著地
提高了其耗能能力.
Abstract:
This pape r sy stematically studies the ov erall seismic perfo rmance of four gr oups of steel pla te shear w alls(unstiffe
ned SPSW, cross-stiffened SPSW , SPSW w ith o pening , SPSW with slits and hole s)unde r low cyclic loading ex pe riment
.A contra stive a nalysis is car ried o ut o n their hystere tic curve , loading capacity , lateral stiffness , ductility and o the r
indica to rs .Test results indica te that the unstiffe ned S PSW pro ve to be hig hly resistante lateral stiffness and car rying capacity
, how ever its hy steretic curve displays obvio us pinch effect.When a cro ss-stiffener is se t o n unstiffened SPSW , the
resisting later al stiffness and loading capacity can be significa ntly impro ved.Howeve r , the pinch effect o f hy ste retic curv e
doe s no t distinctly change .After the se tting o f ho les and slits , the resistance lateral stiffness and loading capacity o f
S PSW w ith holes a nd slits tends to come dow n, while hy ste retic cur ve is full.I n addition , the energ y dissipa tion capacity
and the phenomeno n w hich the thin steel plate shear wa ll show s the zero stiffness even neg ativ e stiffness a t the point o f
zer o displacement under cy clic loading are drama tically impr oved .

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2010-05-24 　　修改稿日期:2011-07-12
基金项目:国家自然科学基金资助项目(50878181)
作者简介:李　峰(1963-), 女,河南郑州人, 副教授, 博士, 主要从事钢结构教学与研究
更新日期/Last Update: 2015-11-05