Modal-Pushover-Based Ground-Motion Scaling Procedure-Reference-Cited by-同舟云学术

Modal-Pushover-Based Ground-Motion Scaling Procedure

Published:2011-03 Issue:3 Volume:137 Page:298-310
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kalkan Erol¹²,Chopra Anil K.¹²

Affiliation:

1. United States Geological Survey, Earthquake Science Center, Menlo Park, CA.

2. University of California, Dept. of Civil and Environmental Engineering, Berkeley, CA.

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.0000308

Reference38 articles.

1. Alavi B. and Krawinkler H. (2000). “Consideration of near-fault ground motion effects in seismic design.” Proc. of the 12th World Conf. on Earthquake Engineering Paper No. 2665 New Zealand Society of Earthquake Engineering Silverstream New Zealand.

2. Behavior of moment-resisting frame structures subjected to near-fault ground motions

3. ASCE. (2005). “Minimum design loads for buildings.” ASCE/SEI 7-05 Reston VA.

4. Báez J. I. and Miranda E. (2000). “Amplification factors to estimate inelastic displacement demands for the design of structures in the near field.” Proc. of the Twelfth World Conf. on Earthquake Engineering Paper No. 1561 New Zealand Society of Earthquake Engineering Silverstream New Zealand.

5. Spectral shape, epsilon and record selection

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