Approximate Lateral Drift Demands in Multistory Buildings with Nonuniform Stiffness-Reference-Cited by-同舟云学术

Approximate Lateral Drift Demands in Multistory Buildings with Nonuniform Stiffness

Published:2002-07 Issue:7 Volume:128 Page:840-849
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Miranda Eduardo¹,Reyes Carlos J.²

Affiliation:

1. Assistant Professor, Dept. Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305-4020.

2. Research Engineer, National Center for Disaster Prevention, CENAPRED, Av. Delfn Madrigal No. 665, México, Distrito Federal 04360, Mexico.

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%282002%29128%3A7%28840%29

Reference13 articles.

1. Ali A. K. and Krawinkler H. (1998). “Effects of vertical irregularities on seismic behavior of building structures.” John A. Blume Earthquake Engineering Center Rep. No. 130 Dept. of Civil and Environmental Engineering Stanford Univ. Stanford Calif.

2. Uncertainties in Establishing Design Earthquakes

3. DUAL-LEVEL SEISMIC DESIGN: A RELIABILITY-BASED METHODOLOGY

4. Federal Emergency Management Agency (FEMA). (1997). “NEHRP recommended provisions for seismic regulations for new buildings and other structures.” Rep. No. FEMA 302 Washington D.C.

5. Gupta A. and Krawinkler H. (1999). “Seismic demands for performance evaluation of steel moment resisting frame structures.” John A. Blume Earthquake Engineering Center Rep. No. 132 Dept. of Civil and Environmental Engineering Stanford Univ. Stanford Calif.

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