1 |
Tiwari, A. K. and Gupta, V. K., “Scaling of ductility and
damage-based strength reduction factors for horizontal
motions,“ Journal of Earthquake Engineering and Structural
Dynamics, Vol. 29, 2000, pp. 969-987.
DOI
ScienceOn
|
2 |
Miranda, E., “Evaluation of site-dependent strength
reduction factors,” Journal of Structural Engineering,
ASCE, Vol. 119, No. 12, 1993, pp. 3503-3519.
DOI
ScienceOn
|
3 |
Mahin, S. A. and Lin, J., “Construction of inelastic response spectra for single-degree-of-freedom systems: Computer program and applications,” UCB/EERC-83/17, Earthquake Engineering Research Center, University of California, Berkeley, 1983. 6, p. 87.
|
4 |
ATC, “A critical review of current approaches to
earthquake-resistant design,” ATC Report 34, Redwood
City, 1995, p. 94.
|
5 |
ATC, “Structural response modification factors,” ATC
Report 19, Redwood City, 1995, p. 64.
|
6 |
Nassar, A. A. and Krawinkler, H., “Seismic demands
for SDOF and MDOF systems,” John A. Blume Earthquake
Engineering Center, Report No. 95, Stanford University,
California, 1991, p. 204.
|
7 |
Hachem, M. M., BISPEC Version 1.1.2, University of California, Berkeley, 2000.
|
8 |
Lee, H. H. and Han, S. W., “Evaluation of inelastic
demand for elasto perfectly plastic and bilinear model,”
Journal of Architectural Institute of Korea, Vol. 16, No. 9,
2000, pp. 27-34.
과학기술학회마을
|
9 |
Bertero, V. V., Anderson, J. C., Krawinkler, H., and Miranda, E., “Design guidelines for ductility and drift limits,” Earthquake Engineering Research Center Report, Report No. UCB/EERC 91-15, UC at Berkely, California, 1991. 7, p. 146.
|
10 |
Korea National Housing Corporation, “Evaluation of the response modification factor(R) for wall-typed apartment building structures,” Korea National Housing Corporation, 1998. 12, p. 302.
|
11 |
Chopra, A. K, Dynamics of Structures, Theory and Applications to Earthquake Engineering, Prentice-Hall, 1995, p. 729.
|
12 |
Lee, H. H., “Hysteretic characteristics of inelastic
demand spectra,” Journal of Architectural Institute of
Korea, Vol. 18, No. 9, 2002, pp. 77-84.
과학기술학회마을
|
13 |
Kang, C. K. and Choi, B. J., “Empirical estimation of ductility factors for elasto-plastic SDOF systems in alluvium sites,” The 2nd International Symposium on Steel Structures, 2002, pp. 533-542.
|
14 |
Rodriguez-Marek, A., Bray, J. D., and Abrahamson, N.,
“Characterization of site response general site categories,”
PEER Report 1999/03, University of California, Berkeley,
1999, p. 252.
|
15 |
Miranda, E. and Bertero, V. V., “Evaluation of strength
reduction factors for earthquake resistant design,”
Earthquake Spectra, Earthquake Engineering Research
Institute, Vol. 10, No. 2, 1994, pp. 357-379.
DOI
ScienceOn
|
16 |
Newmark, N. M. and Hall, W. J., “Earthquake spectra and design,” Earthquake Engineering Research Institute, Berkeley, 1982, p. 488.
|
17 |
Lam, N., Wilson, J., and Hutchinson, G., “The ductility
reduction factor in the seismic design of buildings,”
Journal of Earthquake Engineering and Structural Dynamics,
Vol. 27, 1998, pp. 749-769.
DOI
ScienceOn
|
18 |
Borzi, B. and Elnashai, A. S., “Refined force reduction
factors for seismic design,” Engineering Structures, Vol.
22, 2000, pp. 1244-1260.
DOI
ScienceOn
|