1 |
BSSC (2000), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part 1-Provisions, Building Seismic Safety Council, Washington D. C
|
2 |
Dobry, R., Ramos, R., and Power, M. S. (1999), Site Factor and Site Categories in Seismic Codes, Technical Report MCEER-99-0010, Multidisciplinary Center for Earthquake Engineering Research
|
3 |
ICBO (1997), 1997 Uniform Building Code, Volume 2 - Structural Engineering Design Provisions, International Conference of Building Officials
|
4 |
Kim, D. S., Chung, C. K., Sun, C. G., and Bang, E. S. (2002), 'Site assessment and evaluation of spatial earthquake ground motion of Kyeongju', Soil Dynamics and Earthquake Engineering, Vol.22, pp.371-387
DOI
ScienceOn
|
5 |
Borcherdt, R. D. (1994), 'Estimates of site-dependent response spectra for design (methodology and justification)', Earthquake Spectra, Vol.10, pp.617-653
DOI
ScienceOn
|
6 |
Idriss, I. M., and Sun, J. I. (1992), User's Manual for SHAKE91: A Computer Program for Conducting Equivalent Linear Seismic Response Analyses of Horizontally Layered Soil Deposits, University of California, Davis
|
7 |
건설교통부 (1999), 내진설계기준연구(II)
|
8 |
Imai, T. and Tonouchi, K. (1982), 'Correlation of N-value with S-wave Velocity and Shear Modulus', Proceedings of the 2nd European Symposium on Penetration Testing, Amsterdam, pp.57-72
|
9 |
Sun, C. G. (2004), Geotechnical Information System and Site Amplification Characteristics for Earthquake Ground Motions at Inland of the Korean Peninsula, Ph.D. Dissertation, Seoul National University
|
10 |
Bardet, J. P. and Tobita, T. (2001), NERA: A Computer Program for Nonlinear Earthquake Site Response Analyses of Layered Soil Deposits, University of Southern California
|
11 |
ANSS Technical Integration Committee (2001), Technical Guideline for the Implementation of an Advanced National Seismic System, Advanced National Seismic System, http://www.anss.org/ticplan, Accessed in 14 April 2002
|