Mixed Finite-Element Modeling of Rectangular Concrete-Filled Steel Tube Members and Frames under Static and Dynamic Loads-Reference-Cited by-同舟云学术

Mixed Finite-Element Modeling of Rectangular Concrete-Filled Steel Tube Members and Frames under Static and Dynamic Loads

Published:2010-06 Issue:6 Volume:136 Page:654-664
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Tort Cenk¹²,Hajjar Jerome F.¹²

Affiliation:

1. Staff Engineer, Skidmore, Owings, and Merrill, 224 S Michigan Avenue, Chicago, IL 60604.

2. Professor and Chair, 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.0000158

Reference54 articles.

1. Alemdar B. N. (2001). “Distributed plasticity analysis of steel building structural systems.” Ph.D. dissertation School of Civil and Environmental Engineering Georgia Institute of Technology Atlanta.

2. Comprehensive Composite Inelastic Fiber Element for Cyclic Analysis of Concrete-Filled Steel Tube Columns

3. Hysteretic Model of Ordinary and High-Strength Reinforcing Steel

4. Bridge R. Q. (1976). “Concrete filled steel tubular columns.” Rep. No. R283 School of Civil Engineering Univ. of Sydney Sydney Australia.

5. Cederwall K. Engstrom B. and Grauers M. (1990). “High-strength concrete used in composite columns.” Proc. 2nd Int. Symp. on Utilization of High Strength Concrete American Concrete Institute Farmington Hills Mich. 195–214.

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