Response Gradients for Nonlinear Beam-Column Elements under Large Displacements-Reference-Cited by-同舟云学术

Response Gradients for Nonlinear Beam-Column Elements under Large Displacements

Published:2007-02 Issue:2 Volume:133 Page:155-165
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Scott Michael H.¹²,Filippou Filip C.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil, Construction, and Environmental Engineering, Oregon State Univ., Corvallis, OR 97331 (corresponding author)..

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282007%29133%3A2%28155%29

Reference21 articles.

1. Displacement, Flexibility, and Mixed Beam–Column Finite Element Formulations for Distributed Plasticity Analysis

2. Large displacements in-plane analysis of elastic-plastic frames

3. Conte J. P. Vijalapura P. K. and Meghella M. (1999). “Consistent finite element sensitivities in seismic reliability analysis.” Proc. 13th ASCE Engineering Mechanics Division Conf. Baltimore.

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