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    [] Chopra AK, Goel RK. A modal pushover analysis procedure to estimate seismic demands for buildings: Theory and preliminary evaluation. Report No. PEER 2001/03. Berkeley (CA): Pacific Earthquake Engineering Research Center. University of California; 2001. [] Chopra AK, Goel RK. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthq Eng Struct Dyn 2002;31(3):561_82. [] Chopra AK, Goel RK, Chintanapakdee C. Evaluation of a modified MPA procedure assuming higher modes as elastic to estimate seismic demands. Earthq Spectra 2004;20(3):757_78. [] Chopra AK, Goel RK. A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings. Earthq Eng Struct Dyn 2004;33(8): 903_27. [] Chopra AK, Goel RK. Role of higher-mode pushover analyses in seismic analysis of buildings. Earthq Spectra 2005;21(4):1027_41. [] Jan TS, Liu MW, Kao YC. An upper-bound pushover analysis procedure for estimating the seismic demands of high-rise buildings. Eng Struct 2003;26(1): [10] Poursha M, Khoshnoudian F, Moghadam AS. A consecutive modal pushover procedure for estimating the seismic demands of tall buildings. Eng Struct 2009;31(2):591_9. [11] Hernandez-Montes E, Kwon OS, Aschheim MA. An energy based formulation for first and multiple-mode nonlinear static (Pushover) analyses. J Earthq Eng 2004;8(1):69_88. [12] Tjhin T, Aschheim M, Hernandez-Montes E. Observations on the reliability of alternative multiple-mode pushover analysis methods. [13] Gupta B, Kunnath SK. Adaptive spectra-based pushover procedure for seismic evaluation of structures. Earthq Spectra 2000;16(2):367_91. [14] Kalkan E, Kunnath SK. Adaptive modal combination for nonlinear static analysis of building structures. J Struct Eng 2006;132(11):1721_31. [15] Park HG, Eom T, Lee H. Factored modal combination for evaluation of earthquake load profiles. J Struct Eng 2007;133(7):956_68. [16] Shakeri K, Shayanfar MA, Kabeyasawa T. A story shear-based adaptive pushover procedure for estimating seismic demands of buildings. Eng Struct 2010;32(1):174_83. [17] Antoniou S, Pinho R. Advantages and limitations of adaptive and non-adaptive force based pushover analysis. J Earthq Eng 2004;8(4):497_522. [18] Antoniou S, Pinho R. Development and verification of a displacement-based

  • 808 www.Saze808.com

    39 88

    adaptive pushover procedure. J Earthq Eng 2004;8(5):643_61. [19] Pinho R, Monteiro R, Casarotti C, Delgado R. Assessment of continuous span bridges through nonlinear static procedures. Earthq Spectra 2009;25(1): 143_59. [20] Pinho R, Marques M, Monteiro R, Casarotti C. Using the adaptive capacity spectrum method for seismic assessment of irregular frames. In: Proceedings of the 5th European workshop on the seismic behaviour of irregular and complex structures. Paper No. 21. Catania (Italy); 2008. [21] Leelataviwat S, Saewon W, Goel SC. Application of energy balance concept in seismic evaluation of structures. J Struct Eng 2009;135(2):113_21. [22] Leelataviwat S, Saewon W, Goel SC. An energy based method for seismic evaluation of structures. In: Proceedings of 14th world conference on earthquake engineering. Paper No. 05-01-0037; 2008. [23] Villaverde R. Methods to assess the seismic collapse capacity of building structures: State of the art. Struct Eng 2007;133(1):57_66. [24] Kotanidis C, Doudoumis IN. Energy based approach of static pushover analysis. [25] Zhai Changhai, Mao Jianmeng, and Xie Lili1 , An improved modal pushover analysis procedure for estimating seismic demands of structures , 2008 [26] Shakeri, K. Shayanfar, M.A. and Moghadam, A.S. (2007) "An efficient method for optimum combination of modes required for pushover analysis", Proceedings of the Ninth Canadian Conference on Earthquake Engineering. [27] Hernandez-Montes, E. Kwon, O. S. and Aschheim, M.A. (2004) "An energy-based formulation for first-and multiple-mode nonlinear static (Pushover) analyses", Journal of Earthquake Engineering, Vol. 8, pp. 69-88. [28] Gupta, B. and Kunnath, S.K. (2000) "Adaptive spectra-based pushover procedure for seismic evaluation of structures", Earthquake Spectra, [29] Yi Jiang, Gang Li _, Dixiong Yang , A modified approach of energy balance

    concept based multimode pushover analysis to estimate seismic demands for [] Applied Technology Council. Seismic evaluation and retrofit of concrete buildings. Report ATC-40. Redwood City (CA); 1996. [] Federal Emergence Management Agency. NEHRP guidelines for the seismic rehabilitation of buildings. Report FEMA-273. Washington (DC); 1997. [] Federal Emergence Management Agency. Prestandard and commentary for the seismic rehabilitation of buildings. Report FEMA-356. Washington [] Federal Emergence Management Agency. Improvement of nonlinear static seismic analysis procedure. Report FEMA-440. Washington (DC); 2005. [] Federal Emergence Management Agency. Next-generation performancebased seismic design guidelines. Report FEMA-445, Washington (DC); 2006.

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