Fully composite beams with U-shaped steel girders: Full-scale tests, computer simulations, and simplified analysis models-Reference-Cited by-同舟云学术

登录注册会员服务联系我们

Fully composite beams with U-shaped steel girders: Full-scale tests, computer simulations, and simplified analysis models

Published:2018-12 Issue: Volume:177 Page:724-738
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Guo Lanhui,Liu Yong,Qu Bing

Funder

National Key R&D Program of China

Key R & D Projects in the Ningxia Hui Autonomous Region

Jilin Science and Technology Development Project

Harbin Institute of Technology

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference32 articles.

1. Experimental study of partially shear-connected composite beams with profiled sheeting;Nie;Eng Struct,2008

2. Full-scale long-term experiments of simply supported composite beams with solid slabs;Al-deen;J Constr Steel Res,2011

3. An experimental study on the behavior and design of shear connectors embedded in solid slabs at elevated temperatures;Chen;J Constr Steel Res,2015

4. Experimental investigation on the flexural behavior of steel-concrete composite beams with U-shaped steel girders and angle connectors;Liu;Eng Struct,2017

5. Bending behavior of composite girders with cold formed steel U section;Nakamura;ASCE J Struct Eng,2002

Cited by 20 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. Seismic Performance of Cross-Shaped Partially Encased Steel–Concrete Composite Columns: Experimental and Numerical Investigations;Buildings;2024-06-25

2. Flexural behavior of cold‐formed U‐shaped steel members encasing concrete composite beam using continues stud bolts;Structural Concrete;2024-01-24

3. Flexural study on U-shaped steel–concrete composite beam cross joints with L-shaped connection longitudinal transition components;Structures;2023-12

4. Flexural Behavior of Composite Beams with Angle Shear Connectors;Journal of Structural Engineering;2023-12

5. Evaluación de secciones compuestas por perfiles de lámina delgada y concreto simple ante cargas de flexión;INGENIERÍA Y COMPETITIVIDAD;2023-06-02

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