Shake Table Seismic Performance Assessment of Auxiliary Battery Power Systems Using the FEMA 461 Protocol-Reference-Cited by-同舟云学术

Shake Table Seismic Performance Assessment of Auxiliary Battery Power Systems Using the FEMA 461 Protocol

Published:2019-08 Issue:8 Volume:145 Page:04019080
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ghith Ahmed¹,Ezzeldin Mohamed²,Tait Michael³,El-Dakhakhni Wael⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.

2. Postdoctoral Fellow, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.

3. Joe Ng/JNE Consulting Chair Professor, Design, Construction, and Management of Infrastructure Renewal, and Chair, Dept. of Civil engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7.

4. Director of the CaNRisk-CREATE Program and Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author). ORCID: .

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.0002341

Reference32 articles.

1. Modal Testing and Finite Element Analysis of a Battery Rack for Seismic Applications

2. Burningham C. G. Mosqueda and R. Saavedra. 2007. “Comparison of seismic fragility of free standing equipment using current testing protocols and recorded building floor motions.” In Proc. Earthquake Engineering Symposium for Young Researchers. Buffalo NY: MCEER State Univ. of New York at Buffalo.

3. Improvement of the seismic safety of existing nuclear power plants by an increase of the component seismic capacity: A case study

4. Shake table tests for the seismic fragility evaluation of hospital rooms

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