Seismic Risk Assessment of Gravity Load Designed Reinforced Concrete Frames Subjected to Mid-America Ground Motions-Reference-Cited by-同舟云学术

Seismic Risk Assessment of Gravity Load Designed Reinforced Concrete Frames Subjected to Mid-America Ground Motions

Published:2009-04 Issue:4 Volume:135 Page:414-424
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Celik Ozan Cem¹²,Ellingwood Bruce R.¹²

Affiliation:

1. Graduate Engineer, Walter P. Moore and Associates, Inc., 1201 Peachtree St. NE, 400 Colony Square, Suite 1600, Atlanta, GA 30361-3500; formerly, Graduate Research Assistant, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., NW, Atlanta, GA 30332-0355.

2. The Raymond Allen Jones Chair in Civil Engineering, School of Civil and Environmental Engineering, Georgia Institute of Technology, 790 Atlantic Dr., NW, Atlanta, GA 30332-0355.

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%282009%29135%3A4%28414%29

Reference30 articles.

1. American Concrete Institute (ACI). (1989). “Building code requirements for reinforced concrete.” ACI 318–89 and “Commentary.” ACI 318R-89 ACI Committee 318 Detroit.

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

3. Probability-based seismic response analysis

4. Beres A. White R. N. and Gergely P. (1992). “Seismic behavior of reinforced concrete frame structures with nonductile details: Part I—Summary of experimental findings of full scale beam-column joint tests.” Technical Rep. No. NCEER-92–0024 National Center for Earthquake Engineering Research State University of New York at Buffalo Buffalo N.Y.

5. Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach

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