Mechanical modeling of the nonlinear response of beam-to-column joints-Reference-Cited by-同舟云学术

Mechanical modeling of the nonlinear response of beam-to-column joints

Published:2009-04 Issue:4 Volume:65 Page:879-890
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Lemonis Minas E.,Gantes Charis J.

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. Modeling for moment–rotation characteristics for end-plate connections;Shi;Journal of Structural Engineering ASCE,1996

2. Structural steel semi-rigid connections — Theory, design and software;Faella,2000

3. A ductility model for steel connections;Silva;Journal of Constructional Steel Research,2001

4. On the rotation capacity of moment connections;Beg;Journal of Constructional Steel Research,2003

5. Coelho AMG, Silva LS. Ductility analysis of end plate beam-to-column joints. In: Hoffmeister B, Hechler O, editors. Eurosteel 2005 — 4th European conference on steel and composite structures. 2005

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