Effect of Mainshock-Aftershock Sequences on Woodframe Building Damage Fragilities-Reference-Cited by-同舟云学术

Effect of Mainshock-Aftershock Sequences on Woodframe Building Damage Fragilities

Published:2015-02 Issue:1 Volume:29 Page:04014036
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

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 80523-1372.

2. George T. Abell 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

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000512

Reference23 articles.

1. Semi-Markovian approach for modelling seismic aftershocks

2. Christovasilis I. Filliatrault A. and Wanitkorkul A. (2010). “NW-01: Seismic testing of a full-scale two-story light-frame wood building: NEESWood benchmark test.” 〈http://nees.org/resources/551〉 (Jul. 15 2012).

3. Federal Emergency Management Agency (FEMA). (2009). “Quantification of building seismic performance factors.” FEMA Rep. P695 Washington DC.

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