Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and Ductile Moment Frames-Reference-Cited by-同舟云学术

Seismic Collapse Safety of Reinforced Concrete Buildings. II: Comparative Assessment of Nonductile and Ductile Moment Frames

Published:2011-04 Issue:4 Volume:137 Page:492-502
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liel Abbie B.¹²³,Haselton Curt B.¹²³,Deierlein Gregory G.¹²³

Affiliation:

1. Assistant Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, CO 80309.

2. Assistant Professor, Dept. of Civil Engineering, California State Univ., Chico, CA 95929 (corresponding author).

3. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

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%29ST.1943-541X.0000275

Reference25 articles.

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

2. ASCE. (2002). “Minimum design loads for buildings and other structures.” ASCE 7-02 Reston VA.

3. Aslani H. and Miranda E. M. (2005). “Probabilistic earthquake loss estimation and loss disaggregation in buildings.” Blume TR 157 Stanford Univ. Palo Alto CA.

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