Eight-bolt endplate connection and its influence on frame behavior-Reference-Cited by-同舟云学术

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Eight-bolt endplate connection and its influence on frame behavior

Published:2006-09 Issue:11 Volume:28 Page:1483-1493
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kukreti Anant R.,Zhou Feng-Feng

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference21 articles.

1. Manual of steel construction: resistance factor design;American Institute of Steel Construction,2001

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

3. Behavior of eight-bolt large capacity endplate connections;Bahaari;Computers and Structures,2000

4. LRFD steel design using advanced analysis;Chen,1997

5. Plastic design and second-order analysis of steel frames;Chen,1995

Cited by 21 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. An Investigation on the Seismic Behavior of the End-Plate Connection between a Steel Beam and the Weak-Axis of an H-Shaped Column Using a U-Shaped Connector;Buildings;2024-04-13

2. Semi-Rigid connections in steel structures: State-of-the-Art report on modelling, analysis and design;STEEL COMPOS STRUCT;2022

3. Numerical and theoretical analysis of staggered cruciform stubs;Journal of Constructional Steel Research;2022-10

4. Tensile behavior of cruciform stubs with staggered bolt patterns;Case Studies in Construction Materials;2022-06

5. A Novel Incremental Iterative Force Recovery Method for Second-Order Beam-Column Elements in Plastic Hinge Analysis of Steel Frames;International Journal of Structural Stability and Dynamics;2021-11-30

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