Probabilistic Demand Models and Fragility Curves for Reinforced Concrete Frames-Reference-Cited by-同舟云学术

Probabilistic Demand Models and Fragility Curves for Reinforced Concrete Frames

Published:2006-10 Issue:10 Volume:132 Page:1563-1572
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ramamoorthy Sathish K.¹²³,Gardoni Paolo¹²³,Bracci Joseph M.¹²³

Affiliation:

1. Ph.D. Candidate, Zachry Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

2. Assistant Professor, Zachry Dept of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136.

3. Professor, Zachry Dept of Civil Engineering, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author). E-mail: j-bracci@tamu.edu

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%282006%29132%3A10%281563%29

Reference33 articles.

1. ACI. (2002). “Building code requirements for structural concrete and commentary.” ACI-318 American Concrete Institute Farmington Hills Mich.

2. New ground motions relations for eastern North America;Atkinson G.;Bull. Seismol. Soc. Am.,1995

3. Aycardi L. E. Mander J. B. and Reinhorn A. M. (1992). “Seismic resistance of reinforced concrete frame structures designed only for gravity loads: Part II. Experimental performance of subassemblages.” NCEER-92-0028 .

4. Bayesian Inference in Statistical Analysis

5. Bracci J. M. Reinhorn A. M. and Mander J. B. (1992a). “Evaluation of seismic retrofit of reinforced concrete frame structures designed only for gravity loads. Part II: Experimental performance and analytical study of a retrofitted structural model.” NCEER-92-0031 Nat. Ctr. for Earthquake Engineering Res. State Univ. of New York at Buffalo N.Y.

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