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

Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames

Published:2011-04 Issue:4 Volume:137 Page:481-491
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Haselton Curt B.¹²³⁴⁵,Liel Abbie B.¹²³⁴⁵,Deierlein Gregory G.¹²³⁴⁵,Dean Brian S.¹²³⁴⁵,Chou Jason H.¹²³⁴⁵

Affiliation:

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

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

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

4. Engineer, Walter P. Moore and Associates, Inc., San Francisco, CA 94105.

5. Engineer, Quincy Engineering, Inc., Sacramento, CA 95827.

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.0000318

Reference20 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete and commentary.” ACI 318-02/ACI 318R-02 Farmington Hills MI.

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

3. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE 7-05 Reston VA.

4. Spectral shape, epsilon and record selection

5. FEMA. (2009). “Recommended methodology for quantification of building system performance and response parameters.” FEMA P695A Prepared by the Applied Technology Council Redwood CA.

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