New semi-rigid joint elements for non-linear analysis of flexibly connected frames-Reference-Cited by-同舟云学术

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New semi-rigid joint elements for non-linear analysis of flexibly connected frames

Published:1993 Issue:3 Volume:25 Page:185-199
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Atamaz Sibai W.,Frey F.

Publisher

Elsevier BV

Subject

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

Reference10 articles.

1. Numerical simulation of the behaviour up to collapse of two welded unstiffened one-side flange connections;Atamaz Sibai,1988

2. Etude du comportement jusqu'à la ruine des noeuds complètement soudés;Atamaz Sibai,1989

3. Semi-rigid joint modelling for nonlinear analysis of flexibly connected frames;Atamaz Sibai,1991

4. Das elastisch-plastische Last-Verformungsverhalten steifenloser geschweisster Knoten;Klein,1985

5. A simple quadrilateral shell element;MacNeal;Computers and Structures,1978

Cited by 4 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. Principles of a component-based connection element for the analysis of steel frames in fire;Engineering Structures;2013-04

2. On the analytical model of semi-hinged steel connections, using plate theory;Thin-Walled Structures;2002-06

3. On the analytical model of beam-to-column semi-rigid connections, using plate theory;Thin-Walled Structures;2001-04

4. Connection element method for the analysis of semi-rigid frames;Journal of Constructional Steel Research;1995-01

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