Influence of Cracking on Equivalent SDOF Estimates of RC Frame Drift-Reference-Cited by-同舟云学术

Influence of Cracking on Equivalent SDOF Estimates of RC Frame Drift

Published:2008-03 Issue:3 Volume:134 Page:511-517
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aschheim Mark¹²,Browning JoAnn¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Santa Clara Univ., 500 El Camino Real, Santa Clara, CA 95053 (corresponding author).

2. Associate Professor, Civil, Enivironmental, and Architectural Engineering Dept., Univ. of Kansas, 2150 Learned Hall, 1530 W. 15th St., Lawrence, KS 66045-7609.

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%282008%29134%3A3%28511%29

Reference21 articles.

1. Applied Technology Council (ATC 40). (1996). “Seismic evaluation and retrofit of concrete buildings.” California Seismic Safety Commission Rep. No. SSC 96-01 Redwood City Calif.

2. Effects of Prior Earthquake Damage on Response of Simple Stiffness-Degrading Structures

3. Performance Assessment for a Reinforced Concrete Frame Building

4. CALTECH. (1971). “Strong motion earthquake accelerograms digitized and plotted data.” Vol. II-A Rep. EERL No. 71-50 Earthquake Engineering Research Laboratory California Institute of Technology Pasadena Calif.

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