State Transformation Procedures for Fiber Beam-Column Element in Inelastic Dynamic Time History Analysis for Moment-Resisting Frames-Reference-Cited by-同舟云学术

State Transformation Procedures for Fiber Beam-Column Element in Inelastic Dynamic Time History Analysis for Moment-Resisting Frames

Published:2017-09 Issue:5 Volume:31 Page:04017036
ISSN:0887-3801
Container-title:Journal of Computing in Civil Engineering
language:en
Short-container-title:J. Comput. Civ. Eng.

Author:

He Zheng¹,Fu Shaojun²,Ou Jinping³

Affiliation:

1. Professor, Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author).

2. Former Graduate Student, Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China; Shanxi Transportation Research Institute, Taiyuan 030000, China.

3. Professor, Member of Chinese Academy of Engineering, Dept. of Civil Engineering, Dalian Univ. of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Computer Science Applications,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CP.1943-5487.0000683

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2. Berry M. P. (2006). “Performance modeling strategies for modern reinforced concrete bridge columns.” Ph.D. thesis Univ. of Washington Seattle.

3. Campbell S. D. (1994). “Nonlinear elements for three dimensional frame analysis.” Ph.D. thesis Univ. of California Berkeley CA.

4. Parallelized Implicit Nonlinear FEA Program for Real Scale RC Structures under Cyclic Loading

5. Validation of a Modified Steel Bar Model Incorporating Bond-Slip for Seismic Assessment of Concrete Structures

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