Recent earthquakes worldwide have shown that even countries with well-established building codes are still vulnerable to economic and societal losses. To properly assess these seismic losses, risk managers and insurers need a well-defined tool to quantify the seismic performance of the facilities. In this paper, detailed performance-based earthquake engineering methodology is applied to assess the seismic vulnerability of a high-value-contents laboratory facility, in Vancouver, Canada. The study demonstrates a detailed implementation of the state-of-the-art performance assessment tools to quantify the seismic loss of facilities that can be readily used by practicing engineers. The results show the first benchmark study to quantify the performance of code-based design and provide valuable information for engineers and facility stakeholders to make informed risk-management decisions.
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Research Article|
November 01, 2015
Detailed Seismic Performance Assessment of High-Value-Contents Laboratory Facility
T. Y. Yang, M. EERI;
a)
Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada
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J. C. Atkinson;
J. C. Atkinson
a)
Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada
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L. Tobber
L. Tobber
b)
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada
Search for other works by this author on:
J. C. Atkinson
a)
Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada
L. Tobber
b)
Graduate Research Assistant, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada
Publisher: Earthquake Engineering Research Institute
Received:
23 Sep 2013
Accepted:
24 Mar 2014
First Online:
01 Jun 2020
Online ISSN: 1944-8201
Print ISSN: 8755-2930
© 2015 Earthquake Engineering Research Institute
Earthquake Engineering Research Institute
Earthquake Spectra (2015) 31 (4): 2117–2135.
Article history
Received:
23 Sep 2013
Accepted:
24 Mar 2014
First Online:
01 Jun 2020
Citation
T. Y. Yang, J. C. Atkinson, L. Tobber; Detailed Seismic Performance Assessment of High-Value-Contents Laboratory Facility. Earthquake Spectra 2015;; 31 (4): 2117–2135. doi: https://doi.org/10.1193/092313EQS259M
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Index Terms/Descriptors
- acceleration
- aseismic design
- British Columbia
- building codes
- buildings
- Canada
- civil engineering
- damage
- design
- earthquakes
- engineering geology
- geologic hazards
- ground motion
- natural hazards
- peak ground acceleration
- probability
- risk assessment
- risk management
- seismic response
- seismic risk
- statistical analysis
- structures
- Vancouver British Columbia
- Western Canada
Latitude & Longitude
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