Drift Limits of High-Strength Concrete Columns Subjected to Load Reversals-Reference-Cited by-同舟云学术

Drift Limits of High-Strength Concrete Columns Subjected to Load Reversals

Published:2003-03 Issue:3 Volume:129 Page:297-313
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Matamoros Adolfo B.¹,Sozen Mete A.²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Kansas, 2006 Learned Hall, Lawrence, KS 66045.

2. Kettlehut Distinguished Professor, School of Civil Engineering, Purdue Univ., 1284 Civil Engineering, West Lafayette, IN 47907-1284.

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%3A3%28297%29

Reference24 articles.

1. State of the art report on high strength concrete.;American Concrete Institute (ACI) Committee 363.;ACI J.,1984

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

3. Aoyama H. Murota T. Hiraishi H. and Bessho S. (1990). “Outline of the Japanese national project on advanced reinforced concrete buildings with high-strength and high-quality materials.” Proc. 2nd Int. Symposium on High Strength Concrete SP-121 American Concrete Institute Detroit 21–32.

4. Confinement Reinforcement Design Considerations for Ductile HSC Columns

5. Bjerkeli L. Tomaszewicz A. and Jensen A. A. (1990). “Deformation properties and ductility of high strength concrete.” Proc. Second Int. Symposium on High-Strength Concrete SP-121 American Concrete Institute Detroit 215–238.

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