Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience-Reference-Cited by-同舟云学术

Seismic Loss and Downtime Assessment of Existing Tall Steel-Framed Buildings and Strategies for Increased Resilience

Published:2016-08 Issue:8 Volume:142 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Molina Hutt Carlos¹,Almufti Ibrahim²,Willford Michael³,Deierlein Gregory⁴

Affiliation:

1. Teaching Fellow, Dept. of Civil, Environmental, and Geomatic Engineering, Univ. College London (UCL), Gower St., London WC1E 6BT, U.K. (corresponding author).

2. Associate, Arup, Suite 700, San Francisco, CA 94105.

3. CEng MIMechE, Principal, Arup Fellow, Arup, Beta Building, Naritaweg 118, 1043 CA, Amsterdam, The Netherlands.

4. Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Blume Center, Building 540, Stanford, CA 94305.

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.0001314

Reference46 articles.

1. Incorporation of velocity pulses in design ground motions for response history analysis using a probabilistic framework;Almufti I.;Earthquake Spectra,2013

2. Almufti I. and Willford M. (2013). “Resilience-based earthquake design initiative (REDi) for the next generation of buildings.” 〈http://publications.arup.com/Publications/R/REDi_Rating_System.aspx〉 (Sep. 1 2014).

3. Araya-Letelier G. and Miranda E. (2012). “Novel sliding/frictional connections for improved seismic performance of gypsum wallboard partitions.” Proc. 15th World Conf. of Earthquake Engineering International Association for Earthquake Engineering Tokyo.

4. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/Structural Engineering Institute (SEI) 7-10 Reston VA.

5. ASTM. (2014). “Specification for carbon structural steel.” A36 West Conshohocken PA.

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