Quantifying Changes in Structural Design Needed to Account for Aftershock Hazard-Reference-Cited by-同舟云学术

Quantifying Changes in Structural Design Needed to Account for Aftershock Hazard

Published:2015-11 Issue:11 Volume:141 Page:04015035
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nazari N.¹,van de Lindt J. W.²,Li Y.³

Affiliation:

1. Ph.D. Student, Dept. of Civil, Construction, and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80521.

2. George T. Abell Distinguished Professor in Infrastructure, Dept. of Civil, Construction, and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523-1372 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., Houghton, MI 49931.

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.0001280

Reference31 articles.

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2. Semi-Markovian approach for modelling seismic aftershocks

3. Christophersen A. Gerstenberger M. Rhoades D. and Stirling M. (2011). “Quantifying the effect of declustering on probabilistic seismic hazard.” 9th Pacific Conf. on Earthquake Engineering New Zealand Society for Earthquake Engineering (NZSEE) Wellington New Zealand.

4. Christophersen A. Rhoades D. and Hainzl S. (2013). “Sensitivity study of aftershock occurrence for a Wellington Fault earthquake.” New Zealand Society for Earthquake Engineering Technical Conf. Wellington New Zealand.

5. Christophersen A. and Smith E. (2000). “A global model for aftershock behavior.” 12th World Conf. Earthquake Engineering New Zealand Society for Earthquake Engineering Wellington New Zealand.

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