A Shear-based Adaptive Pushover Procedure for Moment-resisting Frames

[1] Applied Technology Council, Seismic evaluation and retrofit of concrete buildings, ATC-40, Redwood City, California, USA. 1996.

[2] Building Seismic Safety Council, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, Report FEMA-356, Washington, DC. 2000.

[3] Federal Emergency Management Agency, Improvement of nonlinear static seismic analysis procedures, FEMA 440, prepared by Applied Technology Council (ATC-55 Project), Washington, D.C. 2005.

[4] ASCE/SEI Seismic Rehabilitation Standards Committee, Seismic rehabilitation of existing buildings (ASCE/SEI 41-06), American Society of Civil Engineers, Reston, VA, 2007.

[5] P. Fajfar, P. Gaspersic, The N2 method for the seismic damage analysis of RC buildings, Earthquake Engineering & Structural Dynamics, 25(1) (1996) 31-46.

[6] S.A. Freeman, The capacity spectrum method, Proceedings of the 11th European conference on earthquake engineering, Paris, 1998.

[7] C. Casarotti, R. Pinho, An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action, Bulletin of Earthquake Engineering, 5(3) (2007) 377-390.

[8] M.N. Aydinoğlu, An incremental response spectrum analysis procedure based on inelastic spectral displacements for multi-mode seismic performance evaluation, Bulletin of Earthquake Engineering, 1(1) (2003) 3-36.

[9] T.F. Paret, K.K. Sasaki, D.H. Eilbeck, S.A. Freeman, Approximate inelastic procedures to identify failure mechanisms from higher mode effects, Proceedings of the eleventh world conference on earthquake engineering, 1996.

[10] K. Sasaki, S. Freeman, T. Paret, Multimode pushover procedure (MMP)-A method to identify the effects of higher modes in a pushover analysis, Proceedings of the 6th US national conference on earthquake engineering, Seattle, Washington, 1998.

[11] W. Tso, A. Moghadam, Pushover procedure for seismic analysis of buildings, Progress in Structural Engineering and Materials, 1(3) (1998) 337-344.

[12] A.K. Chopra, R.K. Goel, A modal pushover analysis procedure for estimating seismic demands for buildings, Earthquake engineering & structural dynamics, 31(3) (2002) 561-582.

[13] J.M. Bracci, S.K. Kunnath, A.M. Reinhorn, Seismic performance and retrofit evaluation of reinforced concrete structures, Journal of Structural Engineering, 123(1) (1997) 3-10.

[14] T. Lefort, Advanced pushover analysis of RC multi-storey buildings, Imperial College London United Kingdom, 2000.

[15] B. Gupta, S.K. Kunnath, Adaptive spectra-based pushover procedure for seismic evaluation of structures, Earthquake spectra, 16(2) (2000) 367-392.

[16] M. Requena, G. Ayala, Evaluation of a simplified method for the determination of the nonlinear seismic response of RC frames, Proceedings of the twelfth world conference on earthquake engineering, Upper Hutt, New Zealand., 2000.

[17] V.K. Papanikolaou, A.S. Elnashai, J.F. Pareja, Limits of applicability of conventional and adaptive pushover analysis for seismic response assessment, Mid-America Earthquake Center, Civil and Environmental Engineering Department, University of Illinois at Urbana-Champaign, (2005) 1-92.

[18] S. Antoniou, R. Pinho, Advantages and limitations of adaptive and non-adaptive force-based pushover procedures, Journal of Earthquake Engineering, 8(04) (2004) 497-522.

[19] S. Antoniou, R. Pinho, Development and verification of a displacement-based adaptive pushover procedure, Journal of Earthquake Engineering, 8(05) (2004) 643-661.

[20] K. Turker, E. Irtem, An effective load increment method for multi modal adaptive pushover analysis of buildings, Structural Engineering and Mechanics, 25(1) (2007) 53-73.

[21] J. Mao, C. Zhai, L. Xie, An improved modal pushover analysis procedure for estimating seismic demands of structures, Earthquake Engineering and Engineering Vibration, 7(1) (2008) 25-31.

[22] M. Poursha, F. Khoshnoudian, A. Moghadam, A consecutive modal pushover procedure for estimating the seismic demands of tall buildings, Engineering Structures, 31(2) (2009) 591-599.

[23] H.G. Pour, M. Ansari, M. Bayat, A new lateral load pattern for pushover analysis in structures, Earthquakes and Structures, 6(4) (2014) 437-455.

[24] G.E. Manoukas, A.M. Athanatopoulou, I.E. Avramidis, Multimode pushover analysis based on energy-equivalent SDOF systems, Structural Engineering and Mechanics, 51(4) (2014) 531-546.

[25] P. Sarkar, A.M. Prasad, D. Menon, Seismic evaluation of RC stepped building frames using improved pushover analysis, Earthquakes and Structures, 10(4) (2016) 913-938.

[26] X. Yu, D. Lu, B. Li, Estimating uncertainty in limit state capacities for reinforced concrete frame structures through pushover analysis, Earthquakes and Structures, 10(1) (2016) 141-161.

[27] K. Shakeri, M.A. Shayanfar, T. Kabeyasawa, A story shear-based adaptive pushover procedure for estimating seismic demands of buildings, Engineering structures, 32(1) (2010) 174-183.

[28] ANSI/AISC 360-16, Specification for Structural Steel Buildings, American Institute of Steel Construction, 130 East Randolph Street, Suite 2000, Chicago, Illinois 60601, 2016.

[29] Pacific Earthquake Engineering Research Center, PEER strong motion database, University of California, Berkeley Berkeley, CA, Disponivel online em: peer.berkeley.edu/products/strong_ground_motion_db.html. 2000.

[30] A. Campos-Costa, A. Pinto, European seismic hazard scenarios–an approach to the definition of input motions for testing and reliability assessment of civil engineering structures, JRC Special Publication No. X, 99 1999.

[31] SeismoSoft, SeismoStruct. A computer program for static and dynamic nonlinear analysis of framed structures, Available from URL: http://www.seismosoft.com. 2006.