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http://dx.doi.org/10.5000/EESK.2014.18.5.231

A Discussion on the Improvement of Seismic Design Criteria of Infrastructures  

Seo, Hyeong Yeol (Korea Infrastructure Safety & Technology Corporation)
Park, Kwang Soon (Korea Infrastructure Safety & Technology Corporation)
Kim, Ick Hyun (University of Ulsan)
Kim, Dong Soo (Korea Advanced Institute of Science and Technology)
Publication Information
Journal of the Earthquake Engineering Society of Korea / v.18, no.5, 2014 , pp. 231-240 More about this Journal
Abstract
This study reviews the status and validity of seismic design criteria (SDC) for major facilities in Korea, which are composed of performance criteria and technical standard. Various facilities with different seismic design response spectra are analyzed to identify their seismic performance and necessity of eventual retrofit. The results are used to derive improvement directions of SDC. It is also concluded that the technical standard should be improved after the revision of the performance criteria.
Keywords
Seismic Design Criteria; Infrastructure; Performance Criteria; Technical Standard; Design Response Spectrum;
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  • Reference
1 National Emergency Management Agency. Publication of National Seismic Hazard Maps. NEMA Notification 2013-179. c2013.
2 Ministry of Land, Transportation and Maritime Affairs. Seismic Assessment and Retrofitting Guidelines for Bridges. 11-B552016-000009-01. Korea Infrastructure Safety & Technology Corporation. c2011.
3 International Code Council. IBC: International Building Code. c2009.
4 American Association of State Highway and Transportation Officials. AASHTO LRFD Bridge Design Specifications. ISBN: 978-1-56051-523-4. c2012.
5 Ministry of Land, Transportation and Maritime Affairs. Structure Foundation Design Code. Korea Geotechnical Society. c2008.
6 Ministry of Government Legislation. Available from: http://www.law.go.kr/main.html
7 Ministry of Construction and Transportation. Research of Seismic Design Criteria (II). Earthquake Engineering Society of Korea. c1997.
8 Korea H igh-Speed Railway Construction Corporation. Seismic Design Code for Korea High-Speed Railway Facilities. c2000.
9 Ministry of Land, Transportation and Maritime Affairs. Korea Bridge Design Code. Korea Road and Transportation Association. c2010.
10 Ministry of Land, Transportation and Maritime Affairs. Korea Dam Design Code. Korea Water Resources Association. c2011.
11 Ministry of Land, Transportation and Maritime Affairs. Korea Railway Design Code for Roadbed. Korea Rail Network Authority. c2011.
12 Ministry of Construction and Transportation. Korea Tunnel Design Code. Korean Tunnelling Association. c2007.
13 Ministry of Land, Transportation and Maritime Affairs. Korea River Design Criteria. Korea Water Resources Association. c2009.
14 Korea Ministry of Construction and Transportation. Korea Airport Facilities Seismic Design Criteria. c2004.
15 Ministry of Land, Transportation and Maritime Affairs. Korea Urban Railroad Seismic Design Criteria. c2010.
16 Ministry of Land, Transportation and Maritime Affairs. Korea Common Duct Design Criteria. Korea Infrastructure Safety and Technology Corporation. c2010.
17 Ministry of Land, Transportation and Maritime Affairs. Equipment Criteria about Construction of Tramway Facilities. c2010.
18 Korea Meteorological Administration. A Study on the Optimization of Acceleration Observation Network Configuration and Gauge Intensity Map. Earthquake Engineering Society of Korea. c2006. p.48-69.
19 Ministry of Land, Transportation and Maritime Affairs. A Study on the Improvement of Earthquake Preparedness System for Infrastructures of Land, Transport and Maritime. Korea Infrastructure Safety and Technology Corporation. c2012.
20 National Emergency Management Agency. Development of National Seismic Performance Criteria. NEMA-07-NH-03. Seoul National University R&DB Foundation. c2009.
21 Wald DJ, Quitoriano V, Heaton TH, Kanamori H. Relationships between Peak Ground Acceleration, Peak Ground Velocity, and Modified Mercalli Intensity in California. Earthquake Spectra. 1999; 15(3): 557-564.   DOI
22 Gutenberg B, Richter CF. Earthquake Magnitude, Intensity, Energy and Acceleration (2nd paper). Bulletin of the Seismological Society of America. 1956; 46(2): 105-145.
23 Trifunac MD, Brady AG. On the Correlation of Seismic Intensity Scales with the Peaks of Recorded Ground Motion. Bulletin of the Seismological Society of America. 1975; 65: 139-162.
24 Wikipidia, the free encyclopedia. Available from: http://en.wikipedia.org/wiki/Modified_Mercalli_intensity
25 International Organization for Standardization. ISO 3010: Basis for Design of Structures. c2001.
26 British Standard. Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings. BS EN1998-1. c2004.
27 British Standard. Eurocode 8: Design of Structures for Earthquake Resistance - Part 2: Bridges. BS EN1998-2. c2005.
28 Ministry of Land, Transportation and Maritime Affairs. Korea Building Code. Architectural Institute of Korea. c2009.
29 Ministry of Maritime Affairs and Fisheries. Korea Harbor and Fishery Design Criteria. Korea Port and Harbours Association. c2005.
30 Federal Emergency Management Agency. FEMA-445. Next-Generation Performance-Based Seismic Design Guideline: Program Plan for New and Existing Buildings. Applied Technology Council. c2005.