[1]王威,高敬宇,苏三庆,等.波形钢板剪力墙抗侧性能的有限元分析[J].西安建筑科技大学学报(自然科学版),2017,49(05):630-0636.[doi:10.15986/j.1006-7930.2017.05.003]
　WANG Wei,GAO Jingyu,SU Sanqing,et al. Lateral resisting behavior finite element analysis of corrugated steel plate shear wall [J].J. Xi’an Univ. of Arch. & Tech.(Natural Science Edition),2017,49(05):630-0636.[doi:10.15986/j.1006-7930.2017.05.003]
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波形钢板剪力墙抗侧性能的有限元分析()
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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:
49
期数:
2017年05期
页码:
630-0636
栏目:
出版日期:
2017-10-28

文章信息/Info

Title:
Lateral resisting behavior finite element analysis of corrugated steel plate shear wall
文章编号:
1006-7930(2017)05-0630-07
作者:
王威1; 高敬宇2; 苏三庆1; 李元刚1; 张龙旭1; 李艳超1
(西安建筑科技大学 土木工程学院,陕西 西安 710055)
Author(s):
WANG Wei1;  GAO Jingyu2 ;  SU Sanqing1;  LI Yuangang1;  ZHANG Longxu1;  LI Yanchao1
(1.School of Civil Engineering, Xi’an Univ. of Arch. & Tech., Xi’an 710055, China 2. Shandong Tong Yuan Design Group CO.LTDJi’nan 250101, China)
关键词:
波形钢板剪力墙; 抗侧性能; 钢板厚度; 高宽比; 波角
Keywords:
corrugated steel plate shear wall;  lateral resisting behavior;  steel plate thickness;  height to width aspect ratio;  wave angle
分类号:
TU391
DOI:
10.15986/j.1006-7930.2017.05.003
文献标志码:
A
摘要:
摘要:为研究波形钢板剪力墙的抗侧力性能及验证钢板弹塑性本构模型和壳单元在钢板剪力墙有限元分析中的适用性，本文以平钢板剪力墙、水平和竖向放置的波形钢板剪力墙试验为基础，采用ABAQUS有限元分析软件建立了19个平钢板和波形钢板剪力墙模型，通过与试验数据对比验证了有限元分析模型的精度和可靠性，并进一步分析了钢板厚度、剪力墙高宽比和波形钢板波角等因素对其抗侧力性能的影响研究结果表明：随内嵌波纹钢板厚度增加、剪力墙高宽比的减小，波形钢板剪力墙的抗侧力性能增强，且波角为30°和45°时，受力性能最佳.
Abstract:
In order to research the lateral resisting behavior of corrugated SPSW, and verifying the steel plate elastic-plastic constitutive model and the applicability of the shell element in finite element analysis of SPSW, based on a test of shear wall with flat plate, horizontal and vertical positioned corrugated steel plate, 19 flat steel plate and corrugated steel plate shear wall ABAQUS models were built here. Validate the accuracy and reliability of the finite element analysis model by comparing with the experimental results, the influence of steel plate thickness, height to width aspect ratio of steel plate shear wall (SPSW) and corrugated steel plate wave angle to the lateral load-resisting performance of corrugated SPSW were further analyzed and discussed. The study results show that with the increasing of steel plate thickness, decreasing of aspect ratio, the lateral load resisting of corrugated SPSW are becoming stronger, and the best wave angle of the corrugated steel plate are 30° and 45°

参考文献/References:

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[18].收稿日期：201-01-03，修改稿日期：
[19].基金项目：国家自然科学基金项目(5147838351578449)，陕西省自然科学基金项目(2015JM5192)
[20].作者简介：王威（1972），男，教授，主要研究钢与混凝土组合结构结构安全诊断E-mail:wangwgh1972@163.com
[21].第3期 王威，等：波形钢板剪力墙抗侧性能的有限元分析

备注/Memo

备注/Memo:
收稿日期：201-01-03，修改稿日期：2017-08-18
基金项目：国家自然科学基金项目(5147838351578449)，陕西省自然科学基金项目(2015JM5192）
作者简介：王威（1972），男，教授，主要研究钢与混凝土组合结构结构安全诊断E-mail:wangwgh1972@163.com
更新日期/Last Update: 2017-11-09