1 |
Requena, M. and Ayala. A. G., "Evaluation of a Simplified Method for the Determination of the Nonlinear Seismic Response of RC Frames," Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand, 2000. 2.
|
2 |
Iwan, W. D., Huang, C. T., and Guyader, A. C., "Important features of the response of inelastic structures to near-field ground motion," Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand, 2000. 2.
|
3 |
Miranda, E., "Estimation of Inelastic Deformation Demands of SDOF Systems," Journal of Structural Engineering, American Society of Civil Engineers, Vol. 127, No. 9, 2001, pp. 1005-1012.
DOI
ScienceOn
|
4 |
Chopra, A. K. and Goel, R. K., "Capacity-Demand-Diagram Methods for Estimating Seismic Deformation of Inelastic Structures : SDF Systems," Report No. PEER-1999/02, Pacific Earthquake Engineering Research Center, University of California, Berkeley, 1999.
|
5 |
Lee, D. G., Song, J. K. and Yun, C. B., "Estimation of system-level ductility demands for multi-story structures," Engineering Structures, Vol. 19, No. 12, 1997, pp. 1025-1035.
|
6 |
Lee, D. G. and Kim, H. C., "Efficient seismic analysis of multi-story buildings," Structural Engineering and Mechanics, Vol. 4, No. 5, 1996, pp. 497-511.
DOI
ScienceOn
|
7 |
ATC, "Seismic Evaluation and Retrofit of Concrete Buildings," ATC-40 Report, Applied Technology Council, Redwood City, California, 1996.
|
8 |
Gupta, B. and Kunnath, S.K., "Adaptive spectra-based pushover procedure for seismic evaluation of structures," Earthquake Spectra, Vol. 16, No. 2, 2000, pp. 367-391.
DOI
ScienceOn
|
9 |
ICBO, Uniform Building Code, International Conference on Building Officials, Whittier, California, 1997.
|
10 |
Tagawa, H. and MacRae, G., "Capacity spectra method for estimating SDOF oscillator demands," Proceedings of the 2001 Structures Congress & Exposition, American Society of Civil Engineers, Washington, D. C., 2001. 5.
|
11 |
Krawinkler, H. and Seneviranta, G. D. P. K., "Pros and Cons of a Pushover Analysis of Seismic Performance Evaluation," Engineering Structures, Vol. 20, Nos. 4-6, 1998, pp. 452-464.
DOI
ScienceOn
|
12 |
Lee, D. G., Choi, W. H., and Lee, J. W., "Evaluation of Seismic Performance Using Representative Responses of Multistory Buildings," 7th U.S. National Conference on Earthquake Engineering, Boston, Massachusetts, 21-25 2002. 7.
|
13 |
Lee, K. and Foutch, D. A., "Performance prediction and evaluation of steel moment frames for seismic loads," SAC Background Document SAC/BD-00/25, SAC Joint Venture, Richmond, California, 2000.
|
14 |
Otani, S., "New seismic design provisions in Japan," Proceedings of the U.S.-Japan Workshop on Performance-Based Earthquake Engineering for Reinforced Concrete Building Structures, Sapporo, Japan, 2000. 9.
|
15 |
Gupta, B. and Kunnath, S. K., "Effect of hysteretic model parameters on inelastic seismic demands," 6th US National Conference on Earthquake Engineering, Seattle, Washington, Earthquake Engineering Research Institute, 1998. 6.
|
16 |
Chopra, A. K. and Goel, R. K., "A modal pushover analysis procedure to estimate seismic demands for buildings: theory and preliminary evaluation," Report No. PEER 2001/03, Pacific Earthquake Engineering Research Center, University of California,Berkeley, 2001. 1.
|
17 |
Freeman, S., Sasaki, K., and Paret , T., "Multi-Mode Push-over Procedure (MMP) - A Method to Identify the Effects of Higher Modes in a Pushover Analysis," Proceedings of the 6th National Conference on Earthquake
Engineering, EERI, Seattle, Washington, 1998.
|
18 |
Tsai, K. C. and Li, J. W., "DRAIN 2D+ - A General Purpose Computer Program for Static and Dynamic Analyses of Inelastic 2D Structures Supplemented with a Graphic Processor," Report, No. CEER/R86-07, National Taiwan Univ, 1997. 7.
|
19 |
Choi, W. H and Lee, D. G., "Evaluation of Seismic Performance Multistory Building Using Improved Capacity Spectrum Method," 8th East Asia-Pacific Conference on Structural Engineering & Construction, Singapore, 5-7, 2001. 12.
|
20 |
Chopra, A., K. and Goel, R. K., "Modal Pushover Analysis of SAC Buildings," Third US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, August 16-18, Seattle, Washington, 2001.
|
21 |
Gupta, A. and Krawinkler, H., "Dynamic P-Delta Effects for Flexible Inelastic Steel Structures," Journal of the Structural Engineering, American Society of Civil Engineers, New York, Vol. 126, No. 1, 2000, pp. 145-154.
DOI
ScienceOn
|
22 |
Song, J. K. and Pincheira, J. A., "Spectral displacement demands of stiffness and strength degrading systems," Earthquake Spectra, Vol. 16, No. 4, 2000, pp. 817-851.
DOI
ScienceOn
|
23 |
Aschheim, M. and Black, E. F., "Yield Point Spectra for seismic design and rehabilitation," Earthquake Spectra, Vol. 16, No. 2, 2000, pp. 317-335.
DOI
ScienceOn
|
24 |
FEMA, "NEHRP Guidelines for the Seismic Rehabilitation of Buildings," FEMA 273, Federal Emergency Management Agency, Washington, D.C., 1997. 10.
|
25 |
Reinhorn, A. M., Inelastic techniques in seismic evaluations, Seismic Design Methodologies for the Next Generation of Codes, Fajfar P and Krawinkler H. eds., Bled, Slovenia, 1997. 6.
|
26 |
ATC, “Tentative Provisions for the Development of Seismic Regulations for Buildings,” ATC 3-06 Applied Technology Council Report, 2nd Printing, Palo Alto, California, 1984.
|
27 |
NEHRP, Recommended Provisions for Seismic Regulation for Buildings and Other Structures, Federal Emergency Management Agency, Washington, D.C. , 2000.
|
28 |
Fajfar, P., "Capacity Spectrum Method Based on Inelastic Demand Spectra," Earthquake Engineering and Structural Dynamics, Vol. 28, 1999, pp. 970-993.
|
29 |
Krawinkler, H. and Gupta, B., "Story drift demands for steel moment frame structures in different seismic regions," 6th US National Conference on Earthquake Engineering, Seattle, Washington, Earthquake Engineering
Research Institute, 1998. 6.
|
30 |
Bracci, J. M., Kunnath, S. K., and Reinhorn, A. M., "Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures," Journal of the Structural Engineering, American Society of Civil Engineers, New York, Vol. 123, No. 1, 1997. 1, pp. 3-10.
DOI
ScienceOn
|
31 |
Naeim, F., Skliros, K. and Reinhorn, A. M., "Influence of hysteretic deteriorations in seismic response of multistory steel frame buildings," Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand, 2000. 2.
|