Simplified fiber beam-column model for inelastic analysis of moment-resisting steel frames-Reference-Cited by-同舟云学术

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Simplified fiber beam-column model for inelastic analysis of moment-resisting steel frames

Published:2018-12 Issue:4 Volume:57 Page:2865-2877
ISSN:1110-0168
Container-title:Alexandria Engineering Journal
language:en
Short-container-title:Alexandria Engineering Journal

Author:

Abou-Elfath Hamdy^ORCID

Publisher

Elsevier BV

Subject

General Engineering

Reference17 articles.

1. Nonlinear finite element analysis of steel frames;El-Zanaty;ASCE J. Struct. Eng.,1983

2. Improved nonlinear plastic hinge analysis of space frame structures;Liew;Eng. Struct.,2000

3. Fiber beam-column model for non-linear analysis of R/C frames: Part I. Formulation;Spacone;Earthquake Eng. Struct. Dyn.,1996

4. Evaluation of nonlinear frame finite-element models;Neuenhofer;ASCE J. Struct. Eng.,1997

5. Modeling, analysis and reliability of seismically excited structures: computational issues;Fragiadakis;Int. J. Comput. Methods,2008

Cited by 1 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. Fiber-based model for simulating strength and stiffness deterioration of high-strength steel beams;Thin-Walled Structures;2023-02

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