Experimental and theoretical analysis of the moment–rotation behaviour of stiffened extended end-plate connections-Reference-Cited by-同舟云学术

Experimental and theoretical analysis of the moment–rotation behaviour of stiffened extended end-plate connections

Published:2007-09 Issue:9 Volume:63 Page:1279-1293
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Shi Yongjiu,Shi Gang,Wang Yuanqing

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference43 articles.

1. Stability design of steel frames;Chen,1991

2. Moment–rotation functions for steel connections;Attiogbe;Journal of Structural Engineering,1991

3. CEN: prEN1993-1-8. Eurocode 3: Design of steel structures: Part 1.8 Design of joints. 2002

4. American Institute of Steel Construction (AISC). Allowable stress design specification for structural steel buildings. Chicago (IL); 1989

5. American Institute of Steel Construction (AISC). Load and resistance factor design specification for structural steel buildings. Chicago (IL); 1999

Cited by 110 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. Behavior of the damage-tolerant beam-column connection for earthquake-resilient steel frame: Experimental and numerical study;Structures;2024-09

2. Mechanical performance of elliptical one-sided bolted joints for T-stub and hollow section members under tension;Journal of Building Engineering;2024-08

3. Numerical study on enhancing shear performance of RC beams with external aluminum alloy plates bonded using steel anchors;Results in Engineering;2024-06

4. Behavior of simple precast high-strength concrete beams connected in the maximum bending moment zone using steel extended endplate connections;STEEL COMPOS STRUCT;2024

5. Experimental tests on a novel bolt sleeve device to increase the ductility of steel end plate connections;Journal of Constructional Steel Research;2024-03