Integrated Analytical and Experimental Research to Develop a New Seismic Design Methodology for Precast Concrete Diaphragms

Author:

Fleischman R. B.1,Restrepo J. I.2,Naito C. J.3,Sause R.4,Zhang D.5,Schoettler M.6

Affiliation:

1. Associate Professor, Univ. of Arizona, Tucson AZ 85721 (corresponding author).

2. Professor, Univ. of California at San Diego, San Diego CA 92093.

3. Associate Professor, Lehigh Univ., Bethlehem PA 18015.

4. Professor, Lehigh Univ., Bethlehem PA 18015.

5. Postdoctoral Researcher, Univ. of Arizona, Tucson AZ 85721.

6. Postdoctoral Researcher, Univ. of California at Berkeley, Berkeley CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. American Concrete Institute (ACI) (2005). “Building code requirements for structural concrete (ACI 318-05) and commentary (318R-05).” ACI 318-05 ACI Farmington Hills MI.

2. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 ASCE Reston VA.

3. Building Seismic Safety Council. (2009). “Seismic design methodology for precast concrete floor diaphragms; Part III NEHRP recommended seismic provisions.” BSSC TS-4 Federal Emergency Management Agency Washington DC.

4. Cassidy I. and Gavin H. P. (2008). “Modeling of a half-scale pre-cast pre-stressed reinforced concrete building.” Internal rep. Dept. of Civil and Environmental Engineering Duke Univ. Durham NC.

5. Design of Precast Diaphragm Chord Connections for In-Plane Tension Demands

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