Effects of Continuity Plate and Transverse Reinforcement on Cyclic Behavior of SRC Moment Connections-Reference-Cited by-同舟云学术

Effects of Continuity Plate and Transverse Reinforcement on Cyclic Behavior of SRC Moment Connections

Published:2007-01 Issue:1 Volume:133 Page:96-104
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chou Chung-Che¹²,Uang Chia-Ming¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, National Chiao Tung Univ., 1001 Ta-hsueh Road, Hsinchu 300, Taiwan (corresponding author).

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

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%282007%29133%3A1%2896%29

Reference22 articles.

1. Recommendations for design of beam-column connections in monolithic reinforced concrete structures;American Concrete Institute-American Society of Civil Engineers;ACI J.,1976

2. American Concrete Institute (ACI). (1995). “Building code requirements for structural concrete ( ACI 318 –95) and commentary ( ACI 318R-95 ).” American Concrete Institute Farmington Hills Mich.

3. Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns

4. Applied Technology Council (ATC). (1992). “Guidelines for cyclic seismic testing of components of steel structure for buildings.” Rep. No. ATC-24 Applied Technology Council Redwood City Calif.

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