1 Bertero, V. V., "Tri-service manual methods, in Vision 2000" Structural Engineers Association of California 1995
2 Krawinkler, H., "Strength and ductility demands for SDOF and MDOF systems to Whittier narrows earthquake ground motions" SMIP 1990
3 Sinan, D.A., "Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures" 131 (131): 160-172, 2005
4 Applied Technology Council, "Seismic evaluation and retrofit of concrete buildings" ATC 1996
5 Nassar, A., "Seismic demands for SDOF and MDOF systems" John A. Blume Earthquake Engineering Center, Dept. of Civil Engineering, Stanford University 1991
6 Goda, K., "Seismic demand estimation of inelastic SDOF systems for earthquakes in Japan" 99 (99): 3284-3299, 2009
7 Riddell, R., "Response modification factors for earthquake resistant design of short period structures" 5 (5): 571-590, 1989
8 Baber, T.T., "Random vibration of pinching hysteretic systems" 110 (110): 1036-1049, 1984
9 Newmark, N.M., "Procedures and criteria for earthquake resistant design" U.S. Dept. of Commerce 1973
10 Miranda, E., "Probabilistic site-dependent non-linear spectra" 22 (22): 1031-1046, 1993
1 Bertero, V. V., "Tri-service manual methods, in Vision 2000" Structural Engineers Association of California 1995
2 Krawinkler, H., "Strength and ductility demands for SDOF and MDOF systems to Whittier narrows earthquake ground motions" SMIP 1990
3 Sinan, D.A., "Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures" 131 (131): 160-172, 2005
4 Applied Technology Council, "Seismic evaluation and retrofit of concrete buildings" ATC 1996
5 Nassar, A., "Seismic demands for SDOF and MDOF systems" John A. Blume Earthquake Engineering Center, Dept. of Civil Engineering, Stanford University 1991
6 Goda, K., "Seismic demand estimation of inelastic SDOF systems for earthquakes in Japan" 99 (99): 3284-3299, 2009
7 Riddell, R., "Response modification factors for earthquake resistant design of short period structures" 5 (5): 571-590, 1989
8 Baber, T.T., "Random vibration of pinching hysteretic systems" 110 (110): 1036-1049, 1984
9 Newmark, N.M., "Procedures and criteria for earthquake resistant design" U.S. Dept. of Commerce 1973
10 Miranda, E., "Probabilistic site-dependent non-linear spectra" 22 (22): 1031-1046, 1993
11 "PEER Strong Motion Database"
12 Rosenblueth, E., "On a kind of hysteretic damping" 90 (90): 37-48, 1964
13 Miranda, E., "Nonlinear response spectra for earthquake resistant design" 1992
14 Wen, Y. K., "Method for random vibration of hysteretic systems" 102 (102): 249-263, 1976
15 Shih-Sheng, P.L., "Inelastic response spectra for aseismic building design" 106 (106): 1295-1310, 1980
16 Gülkan, P., "Inelastic response of reinforced concrete structures to earthquake motions" 71 (71): 604-610, 1974
17 Miranda, E., "Inelastic displacement ratios for structures on firm sites" 126 (126): 1150-1159, 2000
18 Ruiz-Garcia, J., "Inelastic displacement ratios for evaluation of existing structures" 32 (32): 1237-1258, 2003
19 Chopra, A.K., "Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems" University of California 2003
20 Chopra, A.K., "Inelastic deformation ratios for design and evaluation of structures : single-degree-of-freedom bilinear systems" 130 (130): 1309-1319, 2004
21 Reinhorn, A. M., "Inelastic analysis techniques in seismic evaluations, In Seismic Design Methodologies for the Next Generation of Codes" Balkema 1997
22 Foliente, G. C., "Hysteresis modeling of wood joints and structural systems" 121 (121): 1013-1022, 1995
23 Ibarra, L. F., "Global collapses of frame structures under seismic excitations" Stanford University 2003
24 Freeman, S.A., "Evaluation of existing buildings for seismic risk-a case study of Puget Sound Naval Shipyard, Bremerton, Washington" Earthquake Engineering Research Institute 1975
25 Miranda, E., "Estimation of inelastic deformation demands of SDOF systems" 127 (127): 1005-1012, 2001
26 Iwan, W. D., "Estimating inelastic spectra from elastic spectra" 8 (8): 375-388, 1980
27 Newmark, N.M., "Earthquake spectra and design" Earthquake Engineering Research Institute 1982
28 Kowalsky, M. J., "Displacement-based design-a methodology for seismic design applied to RC bridge columns" University of California at San Diego 1994
29 Vamvatsikos, D., "Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA" 35 (35): 1097-1117, 2006
30 Bozorgnia, Y., "Deterministic and probabilistic predictions of yield strength and inelastic displacement spectra" 26 (26): 25-40, 2010
31 "Datafit version 9.0.59, Curve fitting software, Oakdale Engineering, PA, USA"
32 Mahin, S.A., "Construction of inelastic response spectra for single-degree-of-freedom systems. Computer program and applications" University of California 1983
33 Chopra, A.K., "Capacity-demand-diagrams based on inelastic design spectrum" 15 (15): 637-656, 1999
34 Fajfar, P., "Capacity spectrum method based on inelastic demand spectra" 28 (28): 979-993, 1999
35 Elnashai, A. S., "Advanced inelastic static(Pushover)analysis for earthquake applications" 12 (12): 51-69, 2001