All Issue

2021 Vol.37, Issue 12
31 December 2021. pp. 7-23
Abstract
References
1
Ancheta, T.D., Darragh, R.B., Stewart, J.P., Seyhan, E., Silva, W.J., Chiou, B.S.-J., Wooddell, K.E., Graves, R.W., Kottke, A.R., Boore, D.M., Kishida, T., and Donahue, J.L. (2013), PEER NGA-West 2 Database, PEER Report 2013/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, California. 10.1193/070913EQS197M
2
Biro, Y. and Renault, P. (2012), "Importance and Impact of Host-to-target Conversions for Ground Motion Prediction Equations in PSHA", Proc. of the 15th World Conference on Earthquake Engineering, Lisboa, pp.24-28.
3
Boore, D.M. (2003), "Simulation of Ground Motion Using the Stochastic Method", Pure Appl. Geophys. 160, pp. 635-676. 10.1007/PL00012553
4
Boore, D.M. (2005), SMSIM-Fortran programs for simulating ground motions from earthquakes: Version 2.3, A revision of U.S. Geol. Surv. Open-File Rept. 96-80-A.
5
Building Seismic Safety Council (BSSC) (2009), NEHRP recommended provisions for new buildings and other structures, Part I (Provision) and Part 2 (Commentary), Federal Emergency Management Agency, Washington D.C.
6
CEN (2004), European standard EN 1998-1:2004, Eurocode 8: Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, Comité Européen de Normalisation (CEN), Brussels.
7
Cho, H.I., Manandhar, S., and Kim, D.S. (2016), "Site Classification and Design Response Spectra for Seismic Code Provisions- (I) Database and Site Response Analysis", J. of the Earthquake Engineering Society of Korea, Vol.20, No.4(110), pp.235-243. 10.5000/EESK.2016.20.4.235
8
Chung, T. W. (1995), "A Quantitative Study on the Crustal Structure of the Korean Peninsula based on the Earthquakes from 1991 to 1994", J. of Korean Earth Sciences Soc., 16, pp.152-157.
9
Darendeli, M.B. and Stokoe, K.H., II. (2001), "Development of a New Family of Normalized Modulus Reduction and Material Damping Curves", Geotechnical Engineering Rep. No. GD2001-1, Geotechnical Engineering Center, Civil Engineering Dept., University of Texas at Austin, Austin, Texas.
10
EPRI (1993), Guidelines for determining design basis ground motions. Electric Power Research Institute, Vol. 1-5, EPRI TR-102293, Palo Alto, California.
11
EQE International (1995), The January 17, 1995 Kobe Earthquake: an EQE summary report, EQE International, San Francisco, California.
12
Iida, H., Hiroto, T., Yoshida, N., and Iwafuji, M. (1996), "Damage to Daikai Subway Station. Soils and Foundations", Special Issue on Geotechnical Aspects of the January 17 1995 Hyogoken-Nanbu Earthquake, Japanese Geotechnical Society, pp.283-300. 10.3208/sandf.36.Special_283
13
Imai, T. and Tonouchi, K. (1982), "Correlation of N Value with S-wave Velocity and Shear Modulus", Proc. of the 2nd Enropean Symp. on Penetration Testing, Amsterdam, pp. 7-72.
14
Kawashima, K. (2000), "Seismic Design of Underground Structures in Soft Ground: A Review", In: Kusakabe, Fujita and Miyazaki (Eds.), Geotechnical Aspects of Underground Construction in Soft Ground, Balkema, Rotterdam.
15
Kim, D.S. and Choo, Y.W. (2001), "Dynamic Deformation Characteristics of Cohesionless Soils in Korea Using Resonant Column Tests", J. of the Korean Geotechnical Society, Vol.17, No.5, pp.89-100.
16
Kim, D.S., Ko, D.H., and Youn, J.U. (2004), "Dynamic Deformation Characteristics of Granite Weathered Soils Using RC/TS Tests", J. of the Korean Geo-Environmental Society, Vol.5, No.1, pp.35-46.
17
Kim, S.K. (1995), "A Study on the Crustal Structure of the Korean Peninsular", J. Geol. Soc. Korea, 31, pp.393-403.
18
Kim, S.K. and Jung, B.H. (1985), "Crustal Structure of the Southern Part of Korea", J. of the Korean Soc. of Economic and Environ. Geol., Vol.18, No.2, pp.151-157.
19
Kim, W. (1999), "P-wave Velocity Structure of Upper Crust in the Vicinity of the Yangsan Fault Region", Geosciences Journal, Vol.3, No.1, pp.17-22. 10.1007/BF02910230
20
Korea Electric Power Research Institute (KEPRI) (2006), Technological development for seismic safety evaluation basis of NPP sites, evaluation of maximum potential earthquake for nuclear power plant sites. KINS/GR-335; KEPRI/TR.E08.C2006.225.
21
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2011), Guidelines of seismic evaluation for existing facilities (Tunnels).
22
Korea Infrastructure Safety and Technology Corporation (KISTEC) (2020), Guidelines of seismic evaluation for existing facilities (Underground utility tunnels).
23
Korea Institute of Geoscience and mineral resources (KIGAM) (2012), Active fault map and seismic hazard map, NEMA-자연-2009-24.
24
Kottke, A.R. and Rathje, E.M. (2008), Technical manual for Strata, Report No. 2008/10, Pacific Earthquake Research Center, University of California, Berkeley, California.
25
Ministry of Land, Infrastructure and Transport (MOLIT) (2018), Seismic design standard, KDS 17 10 00:2018.
26
Ministry of Land, Infrastructure and Transport (MOLIT) (2021), Seismic design of utility tunnels, KDS 29 17 00:2021.
27
National Emergency Management Agency (NEMA) (2013), Public announcement of national seismic risk map, NEMA Announcement No. 2013-179.
28
Nakamura, S., Yoshida, N., and Iwatate, T. (1996), "Damage to Daikai Subway Station during the 1995 Hyogoken-Nanbu Earthquake and its Investigation", Japan Society of Civil Engineers, Committee of Earthquake Engineering, pp.287-295.
29
Newmark, N.M. (1968), "Problems in Wave Propagation in Soil and Rock", Proc. of the International Symposium on Wave Propagation and Dynamic Properties of Earth Materials, University of New Mexico Press, Albuquerque, New Mexico, pp.7-26.
30
Newmark, N.M. and Hall, W.J. (1982), Earthquake spectra and design, EERI Monograph Series, Earthquake Engineering Research Institute, Oakland, California.
31
Ohta, Y. and Goto, N. (1978), "Empirical Shear Wave Velocity Equations in Terms of Characteristic Soil Indexes", Earthquake Engineering and Structural Dynamics, Vol.6, pp.167-187. 10.1002/eqe.4290060205
32
O'Rourke, T.D., Goh, S.H., Menkiti, C.O., and Mair, R.J. (2001), "Highway Tunnel Performance during the 1999 Duzce Earthquake", Proc. of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, August 27-31, 2001, Istanbul, Turkey.
33
Owen, G.N. and Scholl, R.E. (1981), Earthquake engineering of large underground structures, prepared for the Federal Highway Administration, FHWA/RD-80/195
34
Park, D., Shin, J.-H., and Yun, S.-U. (2010), "Seismic Analysis of Tunnel in Transverse Direction, Part I: Estimation of Seismic Tunnel Response via Method of Seismic Displacement", J. of the Korean Geotechnical Society, Vol.26, No.6, pp.57-70.
35
Power, M., Rosidi, D., and Kaneshiro, J. (1998), "Seismic Vulnerability of Tunnels-revisited", In: Ozedimir, L., (Ed.). Proc. of the North American Tunneling Conference, Long Beach, California.
36
Rodriguez-Marek, A., Rathje, E.M., Bommer, J.J., Scherbaum, F., and Stafford, P.J. (2014), "Application of Single-station Sigma and Site-response Characterization in a Probabilistic Seismic-hazard Analysis for a New Nuclear Site", Bulletin of the Seismological Soc. of Am., Vol.104, No.4, pp.1601-1619. 10.1785/0120130196
37
Rowe, R. (1992), "Tunnelling in Seismic Zones", Tunnels and Tunnelling, Vol.24, No.12, pp.41-44.
38
Schnabel, P.B. (1973), "Effects of Local Geology and Distance from Source on Earthquake Ground Motion", Ph.D. thesis, University of California, Berkeley, California.
39
Silva, W.J., Abrahamson, N., Toro, G.R., and Constantino, C. (1997), Description and validation of the stochastic ground motion model, report submitted to Brookhaven National Laboratory, Associated Universities, Inc., Upton, New York.
40
St. John, C.M. and Zahrah, T.F. (1987), "Aseismic Design of Underground Structures", Tunneling Underground Space Technology, 2(2), pp.165-197. 10.1016/0886-7798(87)90011-3
41
Sun, C.G., Kim, H.J., and Chung, C.K. (2008), "Deduction of Correlations between Shear Wave Velocity and Geotechnical In-situ Penetration Test Data", J. of the Earthquake Engineering Society of Korea, Vol.12, No.4(62), pp.1-10. 10.5000/EESK.2008.12.4.001
42
Toro, G.R. (1995), "Probabilistic Models of Site Velocity Profiles for Generic and Site-specific Ground Motion Amplification Studies", Technical Rep. No. 779574, Brookhaven National Laboratory, Associated Universities, Inc., Upton, New York.
43
Ueng, T.S., Lin, M.L., and Chen, M.H. (2001), "Some Geotechnical Aspects of 1999 Chi-Chi, Taiwan Earthquake", Proc. of the 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, SPL-10.1, 5 p.
44
Wang, J.-N. (1993), Seismic Design of Tunnels: A state-of-the-art approach, Parson Brinckerhoff Quade & Douglas, Inc., New York, Monograph 7.
45
Wiggins, J.H., Jr. (1964), "Effect of Site Conditions on Earthquake Intensity", J. of the Structural Division, American Society of Civil Engineers, Vol.90, No.2, pp.279-313. 10.1061/JSDEAG.0001057
46
Yu, H., Chen, J., Bobet, C., and Yuan, Y. (2016), "Damage Observation and Assessment of the Longxi Tunnel during the Wenchuan Earthquake", Tunnelling and Underground Space Technology, Vol.54, pp.102-116. 10.1016/j.tust.2016.02.008
Information
  • Publisher :The Korean Geotechnical Society
  • Publisher(Ko) :한국지반공학회
  • Journal Title :Journal of the Korean Geotechnical Society
  • Journal Title(Ko) :한국지반공학회 논문집
  • Volume : 37
  • No :12
  • Pages :7-23
  • Received Date :2021. 10. 20
  • Revised Date :2021. 11. 18
  • Accepted Date : 2021. 11. 18