Nonlinear Seismic Analysis of Circular Concrete-Filled Steel Tube Members and Frames-Reference-Cited by-同舟云学术

Nonlinear Seismic Analysis of Circular Concrete-Filled Steel Tube Members and Frames

Published:2012-09 Issue:9 Volume:138 Page:1089-1098
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Denavit Mark D.¹,Hajjar Jerome F.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801-2352.

2. Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115 (corresponding author).

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.0000544

Reference40 articles.

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

2. Slenderness limits for filled circular steel tubes

3. Chang G. A. and Mander J. B. (1994). “Seismic energy based fatigue damage analysis of bridge columns: Part I—Evaluation of seismic capacity.” Rep. No. NCEER-94-0006 National Center for Earthquake Engineering Research State Univ. of New York Buffalo NY.

4. Prediction of pre- and post-peak behavior of concrete-filled circular steel tube columns under cyclic loads using fiber element method

5. Denavit M. D. and Hajjar J. F. (2010) “Nonlinear seismic analysis of circular concrete-filled steel tube members and frames.” Newmark Structural Laboratory Report Series Rep. No. NSEL-023 Dept. of Civil and Environmental Engineering Univ. of Illinois at Urbana-Champaign Urbana IL.

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