Compressive Behavior of Longitudinally Cracked Timber Columns Retrofitted Using FRP Sheets-Reference-Cited by-同舟云学术

Compressive Behavior of Longitudinally Cracked Timber Columns Retrofitted Using FRP Sheets

Published:2012-01 Issue:1 Volume:138 Page:90-98
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Weiping¹²³⁴,Song Xiaobin¹²³⁴,Gu Xianglin¹²³⁴,Tang Hongyong¹²³⁴

Affiliation:

1. Associate Professor, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai, China, 200092.

2. Assistant Professor, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai, China, 200092 (corresponding author).

3. Professor, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai, China, 200092.

4. Formerly, Masters Student, Dept. of Building Engineering, Tongji Univ., 1239 Siping Rd., Shanghai, China, 200092.

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.0000423

Reference17 articles.

1. Chidiaq R. (2003). “Axial compression of rounded wood poles reinforced with carbon fibers.” M.Sc. Special Project Dept. of Civil Engineering Rutgers State Univ. of New Jersey Piscataway NJ.

2. Feasibility Study of Prototype GFRP-Reinforced Wood Railroad Crosstie

3. Confinement of reinforced concrete columns with fibre-reinforced composite sheets - an experimental study

4. Strengthening of old wood with new technology;Ehsani M.;Struct. Mag.,2004

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