1 |
Lee CH. 2011 Great Earthquake in Eastern Japan and Direction of Seismic Design of Korea: Expression of Seismic Design Load Intensity. Special Workshop prepared by Earthquake Engineering Society of Korea; Construction Society Building, Seoul; (in Korean). c2011.
|
2 |
Kanamori H. The energy release in great earthquakes. Journal of geophysical research. 1977;82(20):2981-2987.
DOI
|
3 |
Kim DG. Structural Dynamics. Gumiseogwan; c2005.
|
4 |
Richter CF. Elementary Seismology. W. H. Freeman and Co.; c1958.
|
5 |
Ministry of Construction and Transportation. Seismic Code Research (II). c1997.
|
6 |
Applied Technology Council. Tentative provisions for the development of seismic regulations for buildings. ATC-3-06 (NBS SP-510). U.S Government Printing Office. Washington, DC; c1978.
|
7 |
Building Seismic Safety Council, NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures. Washington, D.C: BSSC; c1997.
|
8 |
Jeong BI. A Study on the Historical Earthquakes in Koresa. Journal of Geological Society of Korea. 1981;17(4):257-268.
|
9 |
Yang SJ, Jeon MS. Seismic hazard distribution of Korea (I). Korea Institute of Energy and Resources. Investigation and Research Report. 1981:209-230.
|
10 |
Kim SG. On the distribution of peak ground acceleration. Magazine of Korean Society of Civil Engineergs. 1982;30(1):9-15.
|
11 |
Kim JH, Yang SJ, Jeon MS, Jeong BH. Study on statistical distribution of seismic hazard and slight earthquake motion. Korea Institute of Energy and Resources. Investigation and Research Report. 1983:239-292.
|
12 |
Bolt BA. Earthquakes: A Primer. W. H. Freeman and Co.; c1978.
|
13 |
Ministry of Construction. Research on the earthquake-resistant structure and disaster-prevention standard of buildings. 1987.
|
14 |
Gutenberg B, Richter CF. Earthquake magnitude, intensity, energy, and acceleration (second paper). Bulletin of the seismological society of America. 1956;46(2):105-145.
|
15 |
Trifunac MD, Brady AG. On the correlation of seismic intensity scales with the peaks of recorded strong ground motion. Bulletin of the Seismological Society of America, 1975;65(1):139-162.
|
16 |
ASCE. Seismic Rehabilitation Standards Committee, et al. Seismic Rehabilitation of Existing Buildings. ASCE/SEI 41-06. Reston, VA; American Society of Civil Engineers; c2007.
|
17 |
NEMA. National Seismic Hazard Map. National Emergency Management Agency; c2013.
|
18 |
Architectural Institute of Korea. Korean Building Code 2016. Architectural Institute of Korea; c2016.
|
19 |
SEAOC Vision 2000 Committee. VISION 2000: Performance Based Seismic Engineering of Buildings. SEAOC; c1995.
|
20 |
ASCE. Minimum design loads for buildings and other structures. ASCE/SEI 7-05. Reston, VA: American Society of Civil Engineers; c2005.
|
21 |
ASCE. Seismic Evaluation and Retrofit of Existing Buildings. ASCE standard ASCE/SEI 41-13. American Society of Civil Engineers. Reston, VA. c2013.
|
22 |
Tall Buildings Initiative, Guidelines for performance-based seismic design of tall buildings. Pacific Earthquake Engineering Research Center; c2010.
|
23 |
Ambraseys NN. Engineering Seismology and Earthquake Engineering: Notes on Engineering Seismology. Noordhoff International Publishing; c1974.
|
24 |
LA TBSDC. An alternative procedure for seismic analysis and design of tall buildings located in the los angeles region. Los Angeles Tall Buildings Structural Design Council; c2015.
|
25 |
U.S. Geological Survey [Internet]. Available from: https://www.usgs.gov/.
|
26 |
KMA. Historical earthquake records in Korea (2-1904). Korea Meteorological Administration; c2012.
|
27 |
Atkinson GM, Kaka SI. Relationships between felt intensity and instrumental ground motion in the central United States and California. Bulletin of the Seismological Society of America. 2007;97(2):497-510.
DOI
|