Cyclic Stress–Strain Behavior of Concrete Confined with NiTiNb-Shape Memory Alloy Spirals-Reference-Cited by-同舟云学术

Cyclic Stress–Strain Behavior of Concrete Confined with NiTiNb-Shape Memory Alloy Spirals

Published:2017-05 Issue:5 Volume:143 Page:04017008
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Qiwen¹,Andrawes Bassem²

Affiliation:

1. Structural Engineer, Skidmore, Owings and Merrill LLP, 1 Front St., San Francisco, CA 94111.

2. Associate Professor, Newmark Civil Engineering Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, MC-250, 205 North Mathews Ave., Urbana, IL 61801 (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.0001728

Reference32 articles.

1. Andrawes B. and Shin M. (2008). “Seismic retrofitting of bridge columns using shape memory alloys.” 15th Int. Symp. on Smart Structures and Materials and Nondestructive Evaluation and Health Monitoring International Society for Optics and Photonics Bellingham WA.

2. Stress-strain behavior of concrete under cyclic loading;Bahn B. Y.;ACI Mater. J.,1998

3. Stress-strain behavior of high-strength concrete confined by ultra-high- and normal-strength transverse reinforcements;Bing L.;ACI Struct. J.,2001

4. Complete Triaxial Stress-Strain Curves of High-Strength Concrete

5. Chang G. A. and Mander J. B. (1994). “Seismic energy based fatigue damage analysis of bridge columns. Part I—Evaluation of seismic capacity.” Technical Rep. NCEER-94-0006 Dept. of Civil Engineering State Univ. of New York at Buffalo New York.

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