Yield surface formulations for eccentrically loaded planar bolted or welded connections-Reference-Cited by-同舟云学术

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Yield surface formulations for eccentrically loaded planar bolted or welded connections

Published:1993-09 Issue:5 Volume:48 Page:811-818
ISSN:0045-7949
Container-title:Computers & Structures
language:en
Short-container-title:Computers & Structures

Author:

Skallerud B.

Publisher

Elsevier BV

Subject

Computer Science Applications,Mechanical Engineering,General Materials Science,Modeling and Simulation,Civil and Structural Engineering

Reference21 articles.

1. The significance of joint flexibility on the response of frame structures;Skallerud,1988

2. Analysis of flexibly connected steel frames;Frye;Can. J. Civ. Engng,1975

3. Strength and stiffness of type-2 steel frames;Ackroyd;J. Struct. Div., ASCE,1982

4. Analysis of three-dimensional frames with flexible beam-column connections;Ang;Can. J. Civ Engng,1984

5. Connections in Steel Structures,1988

Cited by 8 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. References;Handbook of Structural Life Assessment;2017-04-07

2. An Efficient Beam-Column Element for Inelastic 3D Frame Analysis;Computational Methods in Applied Sciences;2013

3. On strength criteria of fillet welds;International Journal of Mechanical Sciences;2009-08

4. Uncertainties and dynamic problems of bolted joints and other fasteners;Journal of Sound and Vibration;2005-01

5. Finite element modeling of bolted steel connections designed by double channel;Computers & Structures;2004-11

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