Small End Restraint Effects on Strength of H-columns
Author:
Affiliation:
1. Grad. Asst., School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
2. Prof. and Head; Struct. Engrg. School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0005909
Cited by 11 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. Review on the modelling of joint behaviour in steel frames;Journal of Constructional Steel Research;2011-05
2. EVOLUTION AND STATE‐OF‐THE‐ART OF COLUMN STABILITY CRITERIA;JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT;2010-06-30
3. Connection behaviour and models;Non-Linear Static and Cyclic Analysis of Steel Frames with Semi-Rigid Connections;1999
4. Design of beam-columns in steel frames in the United States;Thin-Walled Structures;1992-01
5. Characteristics of Columns with Uncertain End Restraint;Journal of Structural Engineering;1990-06
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