版权说明 操作指南
首页 > 成果 > 详情

Experimental investigation on hysteretic behavior of simply supported steel-concrete composite beam

认领
导出
Link by DOI
反馈
分享
QQ微信 微博
成果类型:
期刊论文
作者:
Ding Fa-xing;Liu Jing*;Liu Xue-mei;Yu Zhi-wu;Li Yong-suo
通讯作者:
Liu Jing
作者机构:
[Liu Jing; Ding Fa-xing; Yu Zhi-wu] Cent S Univ, Sch Civil Engn, Changsha 410075, Hunan, Peoples R China.
[Liu Jing; Li Yong-suo] Hunan City Univ, Sch Civil Engn, Yiyang 413000, Hunan, Peoples R China.
[Liu Xue-mei] Queensland Univ Technol, Sch Civil Engn & Built Environm, Brisbane, Qld 4000, Australia.
通讯机构:
[Liu Jing] H
Hunan City Univ, Sch Civil Engn, Yiyang 413000, Hunan, Peoples R China.
语种:
英文
关键词:
Degree of shear connection;Hysteretic performance;Quasi static test;Steel-concrete composite beams
期刊:
Journal of Constructional Steel Research
ISSN:
0143-974X
年:
2018
卷:
144
页码:
153-165
基金类别:
Stiffness degeneration indicates the decrease in stiffness with different loading cycles at each load step. The ring stiffness method is used to analyze the stiffness degeneration [7,16], which can be expressed as Ki=∑i=1Pji∑i=1nΔjiwhere Ki is the ring stiffness, Pij is the peak load for the ith loading cycle at the jth displacement ductility ratio, Δij is the corresponding peak displacement for the ith loading cycle at the jth displacement ductility ratio, and n is the cycle number. The
机构署名:
本校为通讯机构
院系归属:
土木工程学院
摘要:
This study aimed to investigate the seismic behavior of simply supported steel–concrete composite I beam and box beam through a quasi-static experimental study. A total of 22 composite beams included in the experiments, and parameters including shear connection degree, transverse reinforcement ratio, longitudinal reinforcement ratio, section type, diameter of stud, and web thickness were investigated. Based on the test, hysteretic response, skeleton curves, failure mode, stiffness degradation, ductility, and energy dissipation were discussed. ...

反馈

验证码:
看不清楚,换一个
确定
取消

成果认领

标题:
用户 作者 通讯作者
请选择
请选择
确定
取消

提示

该栏目需要登录且有访问权限才可以访问

如果您有访问权限,请直接 登录访问

如果您没有访问权限,请联系管理员申请开通

管理员联系邮箱:yun@hnwdkj.com