[1]熊二刚,惠阳虹,宋良英,等.钢筋混凝土剪力墙峰值位移计算方法[J].哈尔滨工程大学学报,2019,40(08):1448-1454.[doi:10.11990/jheu.201812024]
 XIONG Ergang,XI Yanghong,SONG Liangying,et al.Method for calculating peak displacement of reinforced concrete shear wall[J].hebgcdxxb,2019,40(08):1448-1454.[doi:10.11990/jheu.201812024]
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钢筋混凝土剪力墙峰值位移计算方法(/HTML)
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《哈尔滨工程大学学报》[ISSN:1006-6977/CN:61-1281/TN]

卷:
40
期数:
2019年08期
页码:
1448-1454
栏目:
出版日期:
2019-08-05

文章信息/Info

Title:
Method for calculating peak displacement of reinforced concrete shear wall
作者:
熊二刚1 惠阳虹1 宋良英1 梁兴文2
1. 长安大学 建筑工程学院, 陕西 西安 710061;
2. 西安建筑科技大学 土木工程学院, 陕西 西安 710055
Author(s):
XIONG Ergang1 XI Yanghong1 SONG Liangying1 LIANG Xingwen2
1. School of Civil Engineering, Chang’an University, Xi’an 710061, China;
2. School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China
关键词:
钢筋混凝土剪力墙峰值位移竖向悬臂梁桁架模型塑性铰塑性变形弹性变形
分类号:
TU375
DOI:
10.11990/jheu.201812024
文献标志码:
A
摘要:
为了研究钢筋混凝土剪力墙的峰值位移(峰值荷载对应的位移),根据竖向悬臂梁纵向伸长量计算的桁架模型,建立了中高墙、高墙带端柱I形截面剪力墙的峰值位移计算模型和计算公式,并采用该公式对收集的34片带端柱的I形剪力墙的峰值位移进行了计算。研究结果表明:计算结果与试验结果基本吻合,采用所提出的计算公式基本可以预测钢筋混凝土剪力墙的峰值位移;同时,采用本文的计算模型可以通过求解剪力墙的竖向伸长应变,直接得到剪力墙的峰值位移。

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备注/Memo

备注/Memo:
收稿日期:2018-12-5。
基金项目:国家自然科学基金项目(51108035,51808046);陕西省自然科学基金项目(2013JM7030,2016JM5007).
作者简介:熊二刚,男,教授.
通讯作者:熊二刚,E-mail:xerg@chd.edu.cn.
更新日期/Last Update: 2019-08-05