Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets-Reference-Cited by-同舟云学术

Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets

Published:2003-06 Issue:6 Volume:129 Page:725-732
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Xiao Yan¹,Wu Hui²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 90089.

2. Graduate Assistant, Dept. of Civil Engineering, Univ. of Southern California, Los Angeles, CA 90089.

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%290733-9445%282003%29129%3A6%28725%29

Reference14 articles.

1. Aboutaha R. S. Engelhardt M. D. Jirsa J. O. and Kreger M. E. (1996). “Retrofit of concrete columns with inadequate lap spices by the use of rectangular steel jackets.” The earthquake spectra EERI Oakland Calif. November 693–714.

2. Seismic Resistance of Steel-Tubed High-Strength Reinforced-Concrete Columns

3. American Concrete Institute (ACI) 318. Committee (1999). “Building code requirements for reinforced concrete and commentary” ACI 318-99/ACI 418R-99 Farmington Hills Mich.

4. American Institute of Steel Construction (AISC). (1999). “Load and resistance factor design specification for structural steel buildings.” Chicago.

5. Earthquake Engineering Research Institute. (1994). “Preliminary reconnaissance report on Northridge earthquake January 17 1994.” EERI Oakland Calif. 96.

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