Generalized Interstory Drift Spectrum

Author:

Miranda E.12,Akkar S. D.12

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020 (corresponding author). E-mail: emiranda@stanford.edu

2. Assistant Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531 Ankara, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference37 articles.

1. Algan B. B. (1982). “Drift and damage considerations in earthquake resistant design of reinforced concrete buildings.” Ph.D. thesis Univ. of Illinois Urbana-Champaign Ill.

2. A mechanical analyzer for the prediction of earthquake stresses;Biot M. A.;Bull. Seismol. Soc. Am.,1941

3. Dynamic characteristics of multi-story buildings;Blume J. A.;J. Struct. Div. ASCE,1968

4. Bozorgnia Y. and Bertero V. V. (2001). “Improved shaking and damage parameters for post-earthquake applications.” Proc. SMIP01 Seminar on Utilization of Strong-Motion Data California Division of Mines and Geology Los Angeles 1–22.

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