Seismic Behavior of Reinforced Concrete Column-Steel Beam Subassemblies and Frame Systems
Author:
Affiliation:
1. Structural Engineer, S. K. Ghosh Associates, Northbrook, IL 60062.
2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125.
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%282004%29130%3A2%28310%29
Reference15 articles.
1. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete.” ACI 318-99 ACI Committee 318 Farmington Hills Mich.
2. American Concrete Institute (ACI). (2002). “Recommendations for design of beam-column connections in monolithic reinforced concrete structures.” ACI 352R-02 ACI-ASCE Committee 352 Farmington Hills Mich.
3. American Institute of Steel Construction (AISC). (1997). “Seismic provisions for structural steel buildings.” Chicago Ill.
4. American Institute of Steel Construction (AISC-LRFD). (1997). “Load & resistance factor design.” Chicago Ill.
5. Guidelines for Design of Joints between Steel Beams and Reinforced Concrete Columns
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