1 |
Federal Emergency Management Agency (FEMA) Applied Technology Council (ATC) (2004), Improvement of Nonlinear Static Seismic Analysis Procedures, Report No. ATC-55 (FEMA 440), USA.
|
2 |
Applied Technology Council (ATC) (1996), Seismic Evaluation and Retrofit of Concrete Buildings, Vol. 1, Report No. ATC-40, Redwood City, CA, USA.
|
3 |
Avramidis, I.E. (2006), "Structural models in research and practice" Proceedings of the 15th Hellenic Conference on R/C structures, Alexandroupoli, Greece, October. (in Greek)
|
4 |
Aydinoglou, N.M. (2003), "An incremental response spectrum analysis procedure based on inelastic spectral displacements for multi-mode seismic performance evaluation" Bull. Earthq. Eng., 1(1), 3-36.
DOI
ScienceOn
|
5 |
Chopra, A.K. and Goel, R.K. (2001), A Modal Pushover Analysis Procedure to Estimating Seismic Demands of Buildings: Theory and Preliminary Evaluation, PEER Report 2001/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, USA.
|
6 |
European Committee for Standardization (2004), Eurocode 8: Design of Structures for Earthquake Resistance, Part 3: Assessment and retrofitting of buildings, European standard prEN 1998-3, Brussels, EU.
|
7 |
Fujii, K. (2007), "Prediction of seismic response of multi-story unsymmetric frame buildings" Proceedings of the 8th Pacific Conference on Earthquake Engineering, Singapore, December.
|
8 |
Goel, R.K. and Chopra, A.K. (2004), "Evaluation of modal and FEMA pushover analyses: SAC buildings" Earthq. Spectra, 20(6), 225-254.
DOI
ScienceOn
|
9 |
Hashemi, M.J. and Mofid, M. (2010), "Evaluation of energy-based modal pushover analysis in reinforced concrete frames with elevation irregularity" Scientia Iranica, Tran. A: Civil Eng., 17(2), 96-106.
|
10 |
Hernadez-Montes, E., Kwon, O.S. and Aschheim, M.A. (2004), "An energy-based formulation for first- and multiple-mode nonlinear static (pushover) analysis" J. Earthq. Eng., 8(1), 69-88.
|
11 |
American Society of Civil Engineers (ASCE) (2008), Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41-06 Standard, USA.
|
12 |
Antoniou, S. and Pinho, R. (2004), "Development and verification of a displacement-based adaptive pushover procedure" J. Earthq. Eng., 7(5), 643-661.
|
13 |
Jan, T.S., Liu, M.W. and Kao, Y.C. (2004), "An Upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings" Eng. Struct., 26(1), 117-128.
DOI
|
14 |
Krawinkler, H. and Seneviratna, G.D.P.K. (1998), "Prons and cons of a pushover analysis of seismic performance evaluation" Eng. Struct., 20, 452-464.
DOI
ScienceOn
|
15 |
Leelataviwat, S., Saewon, W. and Goel S.C. (2008), "An energy based method for seismic evaluation of structures" Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
16 |
Jiang, Y., Li, G. and Yang, D. (2010), "A modified approach of energy balanced concept based multimode pushover analysis to estimate seismic demands for buildings" Eng. Struct., 32, 1272-1283.
DOI
ScienceOn
|
17 |
Kalkan, E. and Kunnath S.K. (2006), "Adaptive modal combination procedure for nonlinear static aanalysis of building structures" J. Struct. Eng., 132(11), 1721-1731.
DOI
ScienceOn
|
18 |
Kotanidis, C. and Doudoumis I.N. (2008), "Energy-based approach of Static Pushover Analysis" Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, October.
|
19 |
Lin, J.L. and Tsai, K.C. (2007), "Simplified seismic analysis of asymmetric building systems" Earthq. Eng. Struct. Dyn., 36, 459-479.
DOI
|
20 |
Manoukas, G., Athanatopoulou, A. and Avramidis, I. (2006), "Comparative evaluation of static pushover analysis" variations according to modern codes" Proceedings of the 15th Hellenic Conference on R/C Structures, Alexandroupoli, Greece, October. (in Greek)
|
21 |
Manoukas, G., Athanatopoulou, A. and Avramidis, I. (2011), "Static pushover analysis based on an energyequivalent SDOF system" Earthq. Spectra, 27(1), 89-105.
DOI
|
22 |
Moghadam, A.S. (2002), "A pushover procedure for tall buildings" Proceedings of the 12th European Conference on Earthquake Engineering, London, UK.
|
23 |
Oliveto, G., Calio, I. and Marleta, M. (2001), Seismic Resistance and Vulnerability of Reinforced Concrete Buildings not Designed for Earthquake Action, Innovative Approaches to Earthquake Engineering, WIT Press, UK.
|
24 |
Reyes, J.C. and Chopra, A.K. (2011), "Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings" Earthq. Eng. Struct. Dyn., 40, 789-806.
DOI
|
25 |
Parducci, A., Comodini, F., Lucarelli, M., Mezzi, M. and Tomassoli, E. (2006), "Energy-based non linear static analysis" Proceedings of the 1st European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland.
|
26 |
Requena, M. and Ayala G.A. (2000), "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.
|