Stress-Strain Behavior of Concrete in Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns-Reference-Cited by-同舟云学术

Stress-Strain Behavior of Concrete in Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns

Published:2010-04 Issue:4 Volume:136 Page:379-389
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yu T.¹²³,Teng J. G.¹²³,Wong Y. L.¹²³

Affiliation:

1. Research Fellow, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

2. Chair Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China (corresponding author).

3. Associate Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hong Kong, China.

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.0000121

Reference16 articles.

1. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete (318-95) and commentary (318R-95).” ACI 318-95 Detroit.

2. Concrete Society. (2004). “Design guidance for strengthening concrete structures with fibre composite materials.” Concrete Society Technical Rep. No. 55 The Concrete Society Crowthorne Berkshire U.K.

3. Design-oriented stress–strain model for FRP-confined concrete

4. Ultimate Condition of Fiber Reinforced Polymer-Confined Concrete

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