Three-Dimensional Inelastic Response of an RC Building during the Northridge Earthquake-Reference-Cited by-同舟云学术

Three-Dimensional Inelastic Response of an RC Building during the Northridge Earthquake

Published:2001-05 Issue:5 Volume:127 Page:482-489
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Llera Juan C. De la¹¹²³⁴,Chopra Anil K.¹¹²³⁴,Almazán José L.¹¹²³⁴

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Pontificia Universidad Católica de Chile, Casilla 306, Correo 22, Santiago, Chile.

3. Johnson Professor, Dept. of Civ. Engrg., Univ. of California, Berkeley, CA 94720.

4. PhD Student, Pontificia Universidad Católica de Chile, Casilla 306, Correo 22, Santiago, Chile.

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%282001%29127%3A5%28482%29

Reference9 articles.

1. American Concrete Institute (ACI). ( 1985). “Building code requirements for structural concrete.” ACI 318-95 Detroit.

2. De la Llera J. C. and Chopra A. K. ( 1997). “Evaluating seismic code provisions using strong motion building records from the 1994 Northridge earthquake.” EERC Rep. UCB/EERC-97/16 Earthquake Engineering Research Center University of California Berkeley.

3. Islam M. S. ( 1996). “Analysis of the Northridge earthquake response of a damaged non-ductile concrete frame building.” The structural design of tall buildings Vol. 5 151–182.

4. John A. Blume and Associates. ( 1973). “San Fernando California earthquake of February 9 1971—Holiday Inn (29).” Rep. of the U.S. Dept. of Commerce National Oceanic and Atmospheric Administration Washington D.C. 1 Part A 359–393.

5. Juang J-N. ( 1994). Applied system identification Prentice-Hall Englewood Cliffs N.J.

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