Assessment of the Adaptive Pushover Analysis Using Displacement-based Loading in Prediction the Seismic Behaviour of the Unsymmetric-Plan Buildings
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Assessment of the Adaptive Pushover Analysis Using Displacement-based Loading in Prediction the Seismic Behaviour of the Unsymmetric-Plan Buildings

Authors: M.O. Makhmalbaf, F. Mohajeri Nav, M. Zabihi Samani

Abstract:

The recent drive for use of performance-based methodologies in design and assessment of structures in seismic areas has significantly increased the demand for the development of reliable nonlinear inelastic static pushover analysis tools. As a result, the adaptive pushover methods have been developed during the last decade, which unlike their conventional pushover counterparts, feature the ability to account for the effect that higher modes of vibration and progressive stiffness degradation might have on the distribution of seismic storey forces. Even in advanced pushover methods, little attention has been paid to the Unsymmetric structures. This study evaluates the seismic demands for three dimensional Unsymmetric-Plan buildings determined by the Displacement-based Adaptive Pushover (DAP) analysis, which has been introduced by Antoniou and Pinho [2004]. The capability of DAP procedure in capturing the torsional effects due to the irregularities of the structures, is investigated by comparing its estimates to the exact results, obtained from Incremental Dynamic Analysis (IDA). Also the capability of the procedure in prediction the seismic behaviour of the structure is discussed.

Keywords: Nonlinear static procedures, Unsymmetric-PlanBuildings, Torsional effects, IDA.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1332702

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References:


[1] ATC-40, 1996, "Seismic evaluation and retrofit of concrete buildings," Applied Technology Council, Volume 1, Redwood City, Calif.
[2] FEMA 356, 2000, "Prestandard and Commentary for the Seismic Rehabilitation of Buildings," Federal Emergency Management Agency, Washington, D.C.
[3] Krawinkler, H., and Seneviratna, G.D.P.K., 1998, "Pros and cons of a pushover analysis of seismic performance evaluation," Engineering Structures, Vol. 20, No. 4-6, pp. 452-464.
[4] Freeman, S. A., and Nicoletti, J. P., and Tyrell J.V., 1975, "Evaluations of existing buildings for seismic risk - A case study of Puget Sound Naval Shipyard, Bremerton,Washington," Proceedings of the 1st U.S. National Conference on Earthquake Engineering, p.p.113-122.
[5] Freeman, S. A., 1978, "Prediction of response of concrete buildings to severe earthquake motion," American Concrete Institute, Detroit, Publ. SP-55, 589-605.
[6] Freeman, S. A., 1998, "Development and use of capacity spectrum method," The 6th US National Conference on Earthquake Engineering=EERI, Seattle, Washington, Paper No. 269.
[7] Fajfar, P., 1999, "Capacity spectrum method based on inelastic demand spectra," Earthquake Engineering and Structural Dynamics, Vol. 28, p.p. 979-993.
[8] 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 Engineering Research Center, University of California, Berkeley, CA.
[9] Chopra A.K., and Goel R. K., 2000, "Evaluation of NSP to estimate seismic deformation: SDF systems," Journal of Structural Engineering (ASCE), 126, 482- 490.
[10] Paret, T. F., Sasaki, K. K., Eilbeck, D. H. and Freeman, S. A., 1996, "Approximate inelastic procedures to identify failure mechanisms from higher mode effects," Proc. of the Eleventh World Conference on Earthquake Engineering, Disc 2, Paper No. 966
[11] Sasaki, K. K., Freeman, S. A. and Paret, T. F., 1998, "Multi-mode pushover procedure (MMP) - A method to identify the effects of higher modes in a pushover analysis," Proc. of the Sixth US National Conference on Earthquake Engineering, Earthquake Engineering Research Inst., Oakland, California, 12 pp.
[12] Moghadam, A. S. and Tso, W. K., 2002, "A pushover procedure for tall buildings," Proc. of the Twelfth European Conference on Earthquake Engineering, London, United Kingdom, Paper No. 395.
[13] Chopra, A. K. and Goel, R. K., 2002, "A modal pushover analysis procedure for estimating seismic demands for buildings," Earthquake Engineering and Structural Dynamics 31, 561-582.
[14] Bracci, J. M., Kunnath, S. K. and Reinhorn, A. M., 1997, "Seismic performance and retrofit evaluation of reinforced concrete structures," Journal of Structural Engineering 123(1), 3-10.
[15] Lefort, T., 2000, "Advanced pushover analysis of RC multi-storey buildings," MSc Dissertation, Department of Civil and Environmental Engineering, Imperial College London, United Kingdom.
[16] Gupta, B. and Kunnath, S. K., 2000, "Adaptive spectra-based pushover procedure for seismic evaluation of structures," Earthquake Spectra 16(2), 367-391.
[17] Antonio, S., and Pinho, R., 2004, "Advantages and Limitations of Adaptive and Non-adaptive Force-Based Pushover Procedures" J. Earthquake Eng., 8(4), 497-522.
[18] Antonio, S., and Pinho, R., 2004, "Development and verification of a displacement-based adaptive pushover procedure," J. Earthquake Eng., 8(5), 643-661.
[19] Antonio, S., Rovithakis, A., and Pinho, R., 2002, "Development and verification of a fully adaptive pushover procedure," Proc., 12th European Conf. on Eq. Engineering, London, Paper No. 822.
[20] Kalkan, E., and Kunnath, S. K, 2006, " Adaptive modal combination for nonlinear static analysis of building structures," J Struct Eng 132 (11) (2006), pp. 1721-1731
[21] Shakeri, K., and Shayanfar, M.A., and Kabeyasawa, T., 2010, "A story shear-based adaptive pushover procedure for estimating seismic demands of buildings," Engineering Structures, Vol. 32, No. 1, pp. 174- 183.
[22] OpenSees, (2008), "Open system for earthquake engineering simulation." (http://opensees.berkeley.edu)
[23] Pacific Earthquake Engineering Research Center, PEER, University of California, Berkeley, Calif. URL: http://peer.berkeley.edu/