[1]方庆田,王照然,宁西占.轴向力对剪切钢板阻尼器抗震性能影响的数值模拟[J].华侨大学学报(自然科学版),2024,45(2):201-209.[doi:10.11830/ISSN.1000-5013.202312021]
　FANG Qingtian,WANG Zhaoran,NING Xizhan.Numerical Simulation on Seismic Performance of Shear Steel Panel Damper Under Axial Force[J].Journal of Huaqiao University(Natural Science),2024,45(2):201-209.[doi:10.11830/ISSN.1000-5013.202312021]
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轴向力对剪切钢板阻尼器抗震性能影响的数值模拟()
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《华侨大学学报（自然科学版）》[ISSN:1000-5013/CN:35-1079/N]

卷:
第45卷
期数:
2024年第2期
页码:
201-209
栏目:
出版日期:
2024-03-20

文章信息/Info

Title:
Numerical Simulation on Seismic Performance of Shear Steel Panel Damper Under Axial Force
文章编号:
1000-5013(2024)02-0201-09
作者:
方庆田1;  王照然2;  宁西占1; 3
1. 华侨大学 土木工程学院, 福建 厦门 361021;2. 中国建设基础设施有限公司, 北京100029;3. 华侨大学 福建省智慧基础设施与监测重点实验室, 福建 厦门 361021
Author(s):
FANG Qingtian1;  WANG Zhaoran2;  NING Xizhan1; 3
1. College of Civil Engineering, Huaqiao University, Xiamen 361021, China; 2. China Construction Infrastructure Limited Company, Beijing 100029, China; 3. Key Laboratory of Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao University, Xiamen 361021, China
关键词:
剪切钢板阻尼器;  有限元分析;  抗震性能;  轴向力
Keywords:
shear steel panel damper;  finite element analysis;  seismic performence;  axial force
分类号:
TU392.4
DOI:
10.11830/ISSN.1000-5013.202312021
文献标志码:
A
摘要:
采用数值模拟的方式,对轴向力作用的剪切钢板阻尼器的抗震性能进行研究,设定5组不同的剪切钢板阻尼器,以探究高宽比和高厚比对阻尼器的影响,同时提出两种轴向自由的新型剪切钢板阻尼器。结果表明:轴向力对阻尼器抗震性能产生不利影响,使腹板更容易发生局部屈曲且屈曲程度更大,有必要做防屈曲措施;当高宽比、高厚比增大时,屈服荷载、极限荷载、初始刚度及屈服后刚度显著降低;当腹板高度保持不变时,增大腹板宽度或厚度,可有效改善阻尼器的抗震性能。
Abstract:
Using the numerical simulation method, the seismic performence of shear steel panel damper under the axial force is studied,through 5 different groups of shear steel panel damper, the effects of the depth width ratio and the depth thickness ratio on the damper are discussed, and 2 types of axially free new shear steel plate dampers are proposed. The results show that the axial force has adverse effect on the damper seismic performence, the local buckling on web occurs more easily, and the degree of buckling is greater. It is necessary to take the anti-buckling measures. The yield load, the ultimate load, the initial stiffness and the post yield stiffness decrease significantly with the increase of the depth width ratio and the depth thickness ratio. When the depth of the web remains unchanged, increasing the width or thickness of the web can effectively improve the seismic performence of the damper.

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备注/Memo

备注/Memo:
收稿日期: 2023-12-12
通信作者: 宁西占(1987-),男,副教授,博士,主要从事结构振动控制与混合试验的研究。E-mail:xzning@hqu.edu.cn。
基金项目: 中国地震局工程力学研究所基本科研业务费专项资助项目(2020D14); 国家自然科学基金资助项目(51908231); 福建省自然科学基金资助项目(2020J01058); 中央高校基本科研业务费专项资金资助项目(ZQN-912)
更新日期/Last Update: 2024-03-20