[1]崔晓玲,等.带端柱高性能混凝土剪力墙承载力分析[J].西安建筑科技大学学报:自然科学版,2011,43(03):367-373.[doi:DOI :10.15986/j .1006-7930.2011.03.020]
 CUI X iao-l ing,LIA NG Xing-wen,et al.Loading capacity of high performance concrete shear wall with end columns[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(03):367-373.[doi:DOI :10.15986/j .1006-7930.2011.03.020]
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带端柱高性能混凝土剪力墙承载力分析()
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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03期
页码:
367-373
栏目:
出版日期:
2011-06-30

文章信息/Info

Title:
Loading capacity of high performance concrete shear wall with end columns
文章编号:
1006-7930(2011)03-0367-07
作者:
崔晓玲1 2 梁兴文1 高兑现2
(1.西安建筑科技大学土木工程学院, 陕西西安710055;2.西安理工大学土木建筑工程学院, 陕西西安710048)
Author(s):
CUI X iao-l ing1 2 LIA NG Xing-wen1 GAO Dui-xian1
(1 .Schoo l o f Civil Eng ., Xi′an Univ .Arch .& Tech., Xi′an, 710055 , China ;
2.Schoo l o f Civil Eng .& Arch ., Xi′an Univer sity o f Techno log y , Xi′an , 710048, China)
关键词:
 带端柱高性能混凝土剪力墙分段封闭约束配箍方案骨架曲线截面弯矩-曲率分析
Keywords:
hi gh per f ormance concrete shear-wall with end columns partial con f ining stirrup ex perimentskeletoncurve moment-curv ature analy sis .
分类号:
TU973 .16 ;TU317.1
DOI:
DOI :10.15986/j .1006-7930.2011.03.020
文献标志码:
A
摘要:
采用分段封闭约束高强箍筋构造方式, 按性能设计理论分别设计了6 个带端柱高性能混凝土剪力墙,
进行拟静力试验;根据试验研究结果, 以开裂点、屈服点、峰值点和极限点为特征点, 将剪力墙截面的弯矩-曲
率骨架曲线简化为4 折线型;基于应变平截面假定, 考虑边缘约束构件的约束效应, 分别推导了带端柱高性
能混凝土剪力墙的开裂、屈服、峰值和极限点的弯矩和曲率表达式, 表达式的计算值与试验值符合良好.
Abstract:
To improv e the defo rmability of high per formance concrete shear w all (HPCW), a partia l co nfining stirr up in six
HPCWs with edge co lumns w as dev elo ped and verified by the pseudo-static te st .According to the ex pe rimental result ,
the moment-curv ature skeleton curve of the shea r w all cross-sec tion is simplified as fo ur linear thro ug h cracking point ,
y ield point, peak point and the ultimate point .Based o n the strain pla ne-section assumptio n, the cracking , yielding , the
peak and the ultimate bending moment as well as the curva ture ex pressions are deriv ed.The effects o f co nfined end-zones
are taken into acco unt .Results show that the calculated values are in g ood consistency with the ex pe rimental data .

参考文献/References:

References
[ 1]  邓明科, 梁兴文, 刘清山.横向约束钢筋新配筋方案高性能混凝土剪力墙抗震性能的试验研究[ J] .西安建筑科技
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DENG Ming-ke, LIANG Xing-wen , LIU Qing-shan .Ex pe rimental study on seismic behavio r o f high per formance
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[ 3]  马恺泽, 梁兴文, 邓明科, 等.基于性能的钢筋混凝土剪力墙变形能力分析研究[ J] .西安建筑科技大学学报:自
然科学版, 2010, 42 (2):241-245.
MA Kai-ze , LIANG Xing-wen , DENG Ming-ke , et al .Deforma tion- based nonlinear finite element analy sis o n reinfor
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[ 4]  钱稼茹, 程丽荣, 周栋梁.普通箍筋约束混凝土柱的中心受压性能[ J] .清华大学学报:自然科学版, 2002 , 42
(10):1369-1373 .
QIAN Jia-ru , CH ENG Li-rong , ZHOU Dong-liang , Behavio r o f ax ially loaded co ncr ete columns co nfined with o rdina
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备注/Memo

备注/Memo:
*收稿日期:2010-04-08   修改稿日期:2011-04-12
基金项目:国家自然科学基金资助项目(51078305);国家自然科学青年基金资助项目(50908187)
作者简介:崔晓玲(1974-), 女, 陕西武功人, 博士研究生, 讲师, 主要从事高层建筑结构抗震性能研究
更新日期/Last Update: 2015-11-02