Efficient Beam-Column Element with Variable Inelastic End Zones-Reference-Cited by-同舟云学术

Efficient Beam-Column Element with Variable Inelastic End Zones

Published:2009-11 Issue:11 Volume:135 Page:1310-1319
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Chin-Long¹²,Filippou Filip C.¹²

Affiliation:

1. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710 (corresponding author). E-mail: filippou@ce.berkeley.edu

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%29ST.1943-541X.0000064

Reference23 articles.

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3. Spread of Plasticity: Quasi‐Plastic‐Hinge Approach

4. Ciampi V. and Carlesimo L. (1986). “A nonlinear beam element for seismic analysis of structures.” 8th European Conf. on Earthquake Engineering Laboratorio Nacional de Engenharia Civil Lisbon 6.3/73–6.3/80.

5. Clough R. Benuska K. and Wilson E. (1965). “Inelastic earthquake response of tall buildings.” Proc. 3rd World Conf. on Earthquake Engineering Vol. 2 New Zealand Society for Earthquake Engineering Auckland New Zealand 68–69.

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