1 |
Bozorgnia, Y. and Bertero, V.V. (2004), Earthquake Engineering from Engineering Seismology to Performancebased Engineering, CRC Press, Boca Raton at Florida.
|
2 |
Chopra, A.K. and Goel, R.K. (1999), Capacity-demand-diagram Methods for Estimating Seismic Deformation of Inelastic Structures: SDF Systems, Report No. PEER-1999/02, Pacific Earthquake Research Center, University of California at Berkeley.
|
3 |
Chopra, A.K. (2001), Dynamics of Structures: Theory and Application to Earthquake Engineering, Prentice-Hall: Englewood Cliffs, NJ.
|
4 |
Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for buildings", Earthq. Eng. Struct. Dyn., 31, 561-582.
DOI
ScienceOn
|
5 |
Chopra, A.K. and Goel, R.K. (2004), "A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings", Earthq. Eng. Struct. Dyn., 33, 903-927.
DOI
ScienceOn
|
6 |
Elnashai, A.S. (2001), "Advanced inelastic static (pushover) analysis for earthquake applications", Struct. Eng. Mech., 12, 51-69.
DOI
ScienceOn
|
7 |
Freeman, S.A. (1998), Development and Use of Capacity Spectrum Method, Proceedings of 6th U.S. National Conference on Earthquake Engineering. Seattle, EERI, Oakland, California.
|
8 |
Krawinkler, H. and Seneviratna, G.D.P.K. (1998), "Pros and cons of a pushover analysis of seismic performance evaluation", Eng. Struct., 20(4-6), 452-464.
DOI
ScienceOn
|
9 |
Lakshmana, N., Gopalakrishnan, N., Rama Rao, G.V. and Sathish Kumar, K. (2009), "Dynamic stiffness based computation of response for framed machine foundation", Geomech. Eng., 1(2), 121-142.
DOI
ScienceOn
|
10 |
Miranda, E. and Bertero, V.V. (1994), "Evaluation of strength reduction factors for earthquake-resistant design", Earthq. Spect., 10, 357-379.
DOI
ScienceOn
|
11 |
Nassar, A.A. and Krawinkler, H. (1991), Seismic Demands for SDOF and MDOF Systems, John A. Blume Earthquake Engineering Center, Report No.95, Stanford University, CA.
|
12 |
Nickell, R.E. (1976), "Nonlinear dynamics by mode superposition", Comput. Meth. Appl. Mech. Eng., 7, 107-129.
DOI
ScienceOn
|
13 |
Song, J.G. (2004), "Evaluation of inelastic seismic response of multi-degree-of freedom bridge structures using capacity spectrum method", J. Korean Soc. Civil Eng., 4(3A), 541-550.
|
14 |
Takeda, T., Sozen, M.A. and Nielsen, N.N. (1970), "Reinforced concrete response to simulated earthquake", J. Struct. Div., 96(ST-12), 2557-2573.
|
15 |
Usanmi, T., Lu, Z., Ge, H. and Kono, T. (2004), "Seismic performance evaluation of steel arch bridges against major earthquakes. Part 1: Dynamic analysis approach", Earthq. Eng. Struct. Dyn., 33, 1337-1354.
DOI
ScienceOn
|
16 |
Usanmi, T., Lu, Z., Ge, H. and Kono, T. (2004), "Seismic performance evaluation of steel arch bridges against major earthquakes. Part 2: Simplified verification procedure", Earthq. Eng. Struct. Dyn., 33, 1355-1372.
DOI
ScienceOn
|
17 |
Zheng, Y., Usanmi, T. and Ge, H. (2003), "Seismic response prediction of multi-span bridges through pushover analysis", Earthq. Eng. Struct. Dyn., 32, 1259-1274.
DOI
ScienceOn
|