[1]赵均海,陈晨,陈彦雄.装配式复式钢管混凝土柱-钢板剪力墙框架数值模拟[J].地震工程与工程振动,2021,41(03):053-63.[doi:10.13197/j.eeev.2021.03.53.zhaojh.006]
 ZHAO Junhai,CHEN Chen,CHEN Yanxiong.Numerical simulation of prefabricated composite concrete-filled steel tube frame with steel plate shear wall[J].EARTHQUAKE ENGINEERING AND ENGINEERING DYNAMICS,2021,41(03):053-63.[doi:10.13197/j.eeev.2021.03.53.zhaojh.006]
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装配式复式钢管混凝土柱-钢板剪力墙框架数值模拟
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《地震工程与工程振动》[ISSN:/CN:]

卷:
41
期数:
2021年03
页码:
053-63
栏目:
论文
出版日期:
2021-06-30

文章信息/Info

Title:
Numerical simulation of prefabricated composite concrete-filled steel tube frame with steel plate shear wall
作者:
赵均海 陈晨 陈彦雄
长安大学 建筑工程学院, 陕西 西安 710061
Author(s):
ZHAO Junhai CHEN Chen CHEN Yanxiong
School of Civil Engineering, Chang’an University, Xi’an 710061, China
关键词:
复式钢管混凝土钢板剪力墙有限元分析抗震性能滞回曲线
Keywords:
composite concrete-filled steel tubesteel plate shear wallfinite element analysisseismic performancehysteretic curves
分类号:
TU398.9
DOI:
10.13197/j.eeev.2021.03.53.zhaojh.006
摘要:
为研究复式钢管混凝土钢板剪力墙框架的抗震力学性能,基于装配式复式钢管混凝土柱-钢板剪力墙框架结构拟静力试验研究,合理采用材料本构关系并引入了损伤因子来考虑混凝土的损伤退化,利用ABAQUS软件建立两榀框架的有限元模型,并且对结构进行有限元计算。有限元模拟所得框架的滞回曲线与试验所得吻合良好,验证了有限元模拟的正确性。基于此,分析了整体框架以及各构件在受力过程中的应力分布,验证了钢板对于该类结构抗震性能有明显的提升及结构试件设计的合理性;最后对该类框架结构进行了参数分析,研究了轴压比、钢材强度及钢板剪力墙厚度对结构抗震性能的影响,为此类框架结构试验以及工程应用提供参考。
Abstract:
In order to study seismic mechanics performance of prefabricated composite concrete-filled steel tube frame with steel plate shear wall SPSW, based on quasi static test study of the structure, using reasonably material constitutive relation and considering the damage degradation of concrete by using damage factor, finite element models of the two frames were established by ABAQUS software and the finite element calculations of the two frames also were carried out. The simulated hysteresis curves of the two frames are in good agreement with the experimental results, which verify the correctness of finite element simulation. The stress distributions of the whole frame and each component in the load process were analyzed, which verified that the steel plate improves significantly the seismic performance of the structure and the design of structural specimens is rational. Furthermore, the parameters of the frame structure were analyzed to investigate the influence of axial compression ratio, steel strength and the thickness of steel shear wall on the seismic performance of this kind of frame structure, which provided reference for the test and engineering application of this kind of frame structure.

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备注/Memo

备注/Memo:
收稿日期:2020-07-03;改回日期:2020-10-27。
基金项目:国家自然科学基金项目(51878056);陕西省科技计划-社会发展领域项目(2019SF-256);2020长安大学中央高校基本科研业务费专项资助项目(300102289105,300102280203)
作者简介:赵均海(1960-),男,教授,博士,主要从事强度理论、结构工程和固体力学等方面的研究.E-mail:zhaojh@chd.edu.cn
更新日期/Last Update: 1900-01-01