Dynamic behaviour of steel–concrete composite beams with different types of shear connectors. Part I: Experimental study-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Dynamic behaviour of steel–concrete composite beams with different types of shear connectors. Part I: Experimental study

Published:2015-11 Issue: Volume:103 Page:298-307
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Henderson I.E.J.,Zhu X.Q.,Uy B.,Mirza O.

Funder

Australian Research Council

The University of Western Sydney

Institute for Infrastructure Engineering

The University of New South Wales

Centre for Infrastructure Engineering and Safety

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference29 articles.

1. Tests and analysis of composite beams with incomplete interaction;Newmark;Proc Soc Experimen Stress Anal,1951

2. Flexural vibrations of elastic composite beams with interlayer slip;Adam;Acta Mech,1997

3. Steel and concrete composite beams with flexible shear connection: “exact” analytical expression of the stiffness matrix and applications;Faella;Compos Struct,2002

4. A direct stiffness analysis of a composite beam with partial interaction;Ranzi;Int J Numer Meth Eng,2004

5. Free vibrations of the partial-interaction composite members with axial force;Wu;J Sound Vib,2007

Cited by 43 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Cyclic inelastic performance evaluation of locking bolt demountable shear connectors in steel-concrete composite structures;Engineering Structures;2024-11

2. Pushout tests on demountable bolted angle shear connectors for steel-concrete composite structures;Engineering Structures;2024-10

3. A comprehensive review of shear connectors in demountable composite beams;Journal of Constructional Steel Research;2024-07

4. Calculation method for a steel-reinforced concrete bridge span structure with material separation along the neutral axis;The Russian Automobile and Highway Industry Journal;2024-06-18

5. Strength and Ductility Evaluation of L-Shape Shear Connectors in Composite Floors;Reinforced concrete structures;2024-02-08

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线，采集、加工和组织学术论文而形成的新型学术文献查询和分析系统，可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容，当前同舟云学术共收录了国内外主流学术期刊6万余种，收集的期刊论文及会议论文总量共计约1.5亿篇，并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询！咨询电话：010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号京ICP备18003416号-3