Section Discretization of Fiber Beam-Column Elements for Cyclic Inelastic Response
Author:
Affiliation:
1. Teaching Assistant, Faculty of Civil Engineering, Univ. of Belgrade, Bulevar Kralja Aleksandra 73, 11000 Belgrade, Serbia.
2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710.
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.0000501
Reference18 articles.
1. Berry M. P. (2006). “Performance modeling strategies for modern reinforced concrete bridge columns.” Ph.D. thesis Univ. of Washington Seattle.
2. Campbell S. D. (1994). “Nonlinear elements for three dimensional frame analysis.” Ph.D. thesis Univ. of California Berkeley.
3. Ciampi V. and Carlesimo L. (1986). “A nonlinear beam element for seismic analysis of structures.” 8th European Conf. on Earthquake Engineering 73–80.
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