1 |
Miranda, E. (2001), "Estimation of inelastic deformation demands of SDOF systems", J. Struct. Eng., 127(9), 1005-1012.
DOI
ScienceOn
|
2 |
Nassar, A. and Krawinkler, H. (1991), "Seismic demands for SDOF and MDOF systems", John A. Blume Earthquake Engineering Center, Report 95, Dept. of Civil Engineering, Stanford University.
|
3 |
Newmark, N.M. and Hall, W.J. (1973), "Procedures and criteria for earthquake resistant design", Building Sci. Series No. 46, National Bureau of Standards, U.S. Dept. of Commerce, Washington, D.C.
|
4 |
Newmark, N.M. and Hall, W.J. (1982), "Earthquake spectra and design", Earthquake Engineering Research Institute, Berkeley, California.
|
5 |
PEER Strong Motion Database (2011), http://peer.berkeley.edu/smcat.
|
6 |
Reinhorn, A.M. (1997), "Inelastic analysis techniques in seismic evaluations", Eds. P. Fajfar and H. Krawinkler, Seismic Design Methodologies for the Next Generation of Codes, Balkema, Rotterdam.
|
7 |
Riddell, R., Hidalgo, P. and Cruz, E. (1989), "Response modification factors for earthquake resistant design of short period structures", Earthq. Spectra, 5(3), 571-590.
DOI
|
8 |
Rosenblueth, E. and Herrera, I. (1964), "On a kind of hysteretic damping", J. Eng. Mech., 90(4), 37-48.
|
9 |
Ruiz-Garcia, J. and Miranda, E. (2003), "Inelastic displacement ratios for evaluation of existing structures", Earthq. Eng. Struct. D., 32(8), 1237-1258.
DOI
ScienceOn
|
10 |
Shih-Sheng, P.L. and John, M.B. (1980), "Inelastic response spectra for aseismic building design", J. Struct. Div.- ASCE, 106(6), 1295-1310.
|
11 |
Sinan, D.A. and Miranda, E. (2005), "Statistical evaluation of approximate methods for estimating maximum deformation demands on existing structures", J. Struct. Eng., 131(1), 160-172.
DOI
ScienceOn
|
12 |
Vamvatsikos, D. and Cornell, C.A. (2006), "Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA", Earthq. Eng. Struct. D., 35(9), 1097-1117.
DOI
ScienceOn
|
13 |
Wen, Y.K. (1976), "Method for random vibration of hysteretic systems", J. Eng. Mech., 102(2), 249-263.
|
14 |
Foliente, G.C. (1995), "Hysteresis modeling of wood joints and structural systems", J. Struct. Eng., 121(6), 1013- 1022.
DOI
ScienceOn
|
15 |
Freeman, S.A. Nicoletti, J.P. and Tyrell, J.V. (1975), "Evaluation of existing buildings for seismic risk-a case study of Puget Sound Naval Shipyard, Bremerton, Washington", Proceedings of 1st U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute, Berkeley.
|
16 |
Goda, K. and Atkinson, G.M. (2009), "Seismic demand estimation of inelastic SDOF systems for earthquakes in Japan", Bull. Soc. Seismol. Am., 99(6), 3284-3299.
DOI
ScienceOn
|
17 |
Gulkan, P. and Sozen, M. (1974), "Inelastic response of reinforced concrete structures to earthquake motions", ACI J., 71(12), 604-610.
|
18 |
Ibarra, L.F. (2003), "Global collapses of frame structures under seismic excitations", Ph.D. Thesis, Department of Civil and Environmental Engineering, Stanford University, Stanford, California.
|
19 |
Iwan, W.D. (1980), "Estimating inelastic spectra from elastic spectra", Earthq. Eng. Struct. D., 8(4), 375-388.
DOI
ScienceOn
|
20 |
Kowalsky, M.J. (1994), "Displacement-based design-a methodology for seismic design applied to RC bridge columns", Master's Thesis, University of California at San Diego, La Jolla, California.
|
21 |
Miranda, E. (1993), "Probabilistic site-dependent non-linear spectra", Earthq. Eng. Struct. D., 22(12), 1031-1046.
DOI
ScienceOn
|
22 |
Krawinkler, H. and Nassar, A. (1990), "Strength and ductility demands for SDOF and MDOF systems to Whittier narrows earthquake ground motions", Proceedings of the Seminar on Seismological and Engineering Implications of Recent Strong-Motion Data, SMIP, Sacramento.
|
23 |
Mahin, S.A. and Lin, J. (1983), "Construction of inelastic response spectra for single-degree-of-freedom systems. Computer program and applications", Report No. UCB/EERC-83/17, University of California, Berkeley.
|
24 |
Miranda, E. (1992), "Nonlinear response spectra for earthquake resistant design", Proceedings of the Tenth World Conference on Earthquake Engineering, Balkema, Rotterdam.
|
25 |
Miranda, E. (2000), "Inelastic displacement ratios for structures on firm sites", J. Struct. Eng., 126(10), 1150- 1159.
DOI
ScienceOn
|
26 |
Applied Technology Council (1996), "Seismic evaluation and retrofit of concrete buildings", Report ATC 40.
|
27 |
Baber, T.T. and Noori, M.N. (1984), "Random vibration of pinching hysteretic systems", J. Eng. Mech., 110(7), 1036-1049.
DOI
ScienceOn
|
28 |
Bertero, V.V. (1995), "Tri-service manual methods, in Vision 2000", Part 2, Appendix J, Structural Engineers Association of California, Sacramento.
|
29 |
Bozorgnia, Y., Mahmoud, M.H. and Kenneth, W.C. (2010), "Deterministic and probabilistic predictions of yield strength and inelastic displacement spectra", Earthq. Spectra, 26(1), 25-40.
DOI
ScienceOn
|
30 |
Chopra, A.K. and Chatpan, C. (2003), "Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems", Report No. 2003/09, Earthquake Engineering Research Center, University of California, Berkeley, California.
|
31 |
Chopra, A.K. and Chatpan, C. (2004), "Inelastic deformation ratios for design and evaluation of structures: single-degree-of-freedom bilinear systems", J. Struct. Eng., 130(9), 1309-1319.
DOI
ScienceOn
|
32 |
Chopra, A.K. and Goel, R.K. (1999), "Capacity-demand-diagrams based on inelastic design spectrum", Earthq. Spectra, 15(4), 637-656.
DOI
ScienceOn
|
33 |
Datafit version 9.0.59, Curve fitting software, Oakdale Engineering, PA, USA.
|
34 |
Elnashai, A.S. (2001), "Advanced inelastic static (Pushover) analysis for earthquake applications", J. Struct. Eng. Mech., 12(1), 51-69.
DOI
|
35 |
Fajfar, P. (1999), "Capacity spectrum method based on inelastic demand spectra", Earthq. Eng. Struct. D., 28(9), 979-993.
DOI
ScienceOn
|