Probabilistic Evaluation of Strength Demands for Multistory Shear Buildings
Publication: Journal of Structural Engineering
Volume 144, Issue 9
Abstract
This paper employs a probabilistic framework to investigate the relationship between strength demands of multi-degree-of-freedom (MDOF) systems with that of equivalent single-degree-of-freedom (eSDOF) systems considering prevailing uncertainties. To this end, Monte Carlo sampling analysis is employed in which 1,875 records quantify the variability of ground motion. The first part of the study quantifies the probability distribution of the well-known MDOF modification factor, defined as the ratio of the strength demand of an MDOF system to that of the eSDOF system. The number of stories and the level of nonlinearity are found to be the most influential parameters on this factor. The second part of the study probabilistically quantifies the effect of this factor on the seismic performance of the structure. The results indicate a very high probability that a multistory building endures more than a twofold increase in the ductility demand when designed based on SDOF assumptions with no modification. The final part proposes a novel relationship to predict the modification factor using 1,200,000 data points, and examines past relationships in light of the new results.
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Acknowledgments
The financial support from Sharif University of Technology through Grant Nos. G930929 and G930930 is gratefully acknowledged.
References
Anagnostopoulos, S. A. 1972. Nonlinear dynamic response and ductility requirements of building structures subjected to earthquakes. Cambridge, MA: Dept. of Civil Engineering, Massachusetts Institute of Technology.
Anagnostopoulous, S. A., and D. A. Nikolaou. 1992. “Behavior versus ductility factors in earthquake resistant design.” In Vol. 7 of Proc., 10th World Conf. on Earthquake Engineering, 3727–3732. Rotterdam, Netherlands: A.A. Balkema.
ASCE. 2010. Minimum design loads for buildings and other structures. ASCE/SEI 7-10. Reston, VA: ASCE.
ASCE. 2014. Seismic evaluation and retrofit of existing buildings. ASCE/SEI 41-13. Reston, VA: ASCE.
Box, G. E. P., and G. C. Tiao. 2011. Bayesian inference in statistical analysis. New York: Wiley.
Chiou, B., R. Darragh, N. Gregor, and W. Silva. 2008. “NGA project strong-motion database.” Earthquake Spectra 24 (1): 23–44. https://doi.org/10.1193/1.2894831.
Chopra, A. K. 2012. Dynamics of structures: Theory and applications to earthquake engineering. Upper Saddle River, NJ: Prentice-Hall.
Cuesta, I., M. A. Aschheim, and P. Fajfar. 2003. “Simplified R-factor relationships for strong ground motions.” Earthquake Spectra 19 (1): 25–45. https://doi.org/10.1193/1.1540997.
Diaz, O., E. Mendoza, and L. Esteva. 1994. “Seismic ductility demands predicted by alternate models of building frames.” Earthquake Spectra 10 (3): 465–487. https://doi.org/10.1193/1.1585785.
Ditlevsen, O., and H. O. Madsen. 2007. Structural reliability methods. New York: Wiley.
FEMA. 1997. NEHRP recommended seismic provisions for new buildings and other structures: Earthquake hazard reductions series. Washington, DC: FEMA.
Gardoni, P., A. Der Kiureghian, and K. Mosalam. 2002. “Probabilistic capacity models and fragility estimates for reinforced concrete columns based on experimental observations.” J. Eng. Mech. 128 (10): 1024–1038. https://doi.org/10.1061/(ASCE)0733-9399(2002)128:10(1024).
Gilles, D., G. McClure, and L. E. Chouinard. 2011. “Uncertainty in fundamental period estimates leads to inaccurate design seismic loads.” Can. J. Civ. Eng. 38 (8): 870–880. https://doi.org/10.1139/l11-055.
Guerra, O. R., and L. Esteva. 1977. “Equivalent properties and ductility requirements in seismic dynamic analysis of nonlinear systems.” In Proc., 6th World Conf. on Earthquake Engineering, 263–268. Roorkee, India: Indian Society of Earthquake Technology.
Khosravikia, F., M. Mahsuli, and M. A. Ghannad. 2017. “Probabilistic evaluation of 2015 NEHRP soil-structure interaction provisions.” J. Eng. Mech. 143 (9): 04017065. https://doi.org/10.1061/(ASCE)EM.1943-7889.0001274.
Lai, S. S. P., and J. M. Biggs. 1980. “Inelastic response spectra for a seismic building design.” J. Struct. Div. 106 (6): 1295–1310.
Mahsuli, M. 2012. “Probabilistic models, methods, and software for evaluating risk to civil infrastructure.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of British Columbia.
Mahsuli, M., and T. Haukaas. 2013. “Computer program for multimodel reliability and optimization analysis.” J. Comput. Civ. Eng. 27 (1): 87–98. https://doi.org/10.1061/(ASCE)CP.1943-5487.0000204.
Miranda, E. 1997. “Strength reduction factors in performance-based design.” In Proc., EERC-CUREe Symp. in Honor of Vitelmo Bertero, 125–132. Berkeley, CA: Univ. of California.
Mirzaie, F., M. Mahsuli, and M. A. Ghannad. 2017. “Probabilistic analysis of soil-structure interaction.” Earthquake Eng. Struct. Dyn. 46 (4): 641–660.
Moghaddam, H., and I. Hajirasouliha. 2006. “Toward more rational criteria for determination of design earthquake forces.” Int. J. Solids Struct. 43 (9): 2631–2645. https://doi.org/10.1016/j.ijsolstr.2005.07.038.
Moghaddam, H., and R. K. Mohammadi. 2001. “Ductility reduction factor of MDOF shear-building structures.” J. Earthquake Eng. 5 (3): 425–440. https://doi.org/10.1080/13632460109350400.
Nassar, A. A., and H. Krawinkler. 1991. “Seismic demands for SDOF and MDOF systems.” Ph.D. dissertation, Dept. of Civil Engineering, Stanford Univ.
Newmark, N. M. 1959. “A method of computation for structural dynamics.” J. Eng. Mech. Div. 85 (3): 67–94.
Newmark, N. M., and W. J. Hall. 1969. “Seismic design criteria for nuclear reactor facilities.” In Proc., 4th World Conf. on Earthquake Engineering, 37–50. Santiago, Chile: Chilean Association on Seismology and Earthquake Engineering.
Pique, J. R. 1976. On the use of simple models in nonlinear dynamic analysis. Cambridge, MA: Massachusetts Institute of Technology.
Riddell, R., P. Hidalgo, and E. Cruz. 1989. “Response modification factors for earthquake resistant design of short period buildings.” Earthquake Spectra 5 (3): 571–590. https://doi.org/10.1193/1.1585541.
Ruiz, P., and J. Penzien. 1967. Probabilistic study of behavior of structures during earthquakes. Berkeley, CA: Univ. of California.
Ruiz, P., and J. Penzien. 1971. “Stochastic seismic response of structures.” J. Eng. Mech. Div. 97 (2): 441–456.
Santa-Ana, P. R., and E. Miranda. 2000. “Strength reduction factors for multi-degree-of-freedom systems.” In Proc., 12th World Conf. on Earthquake Engineering, 1–8. Auckland, New Zealand: Society for Earthquake Engineering.
Veletsos, A. S., and N. M. Newmark. 1960. “Effect of inelastic behavior on the response of simple systems to earthquake motions.” In Proc., 2nd World Conf., on Earthquake Engineering, 895–912. Tokyo.
Veletsos, A. S., and W. P. Vann. 1971. “Response of ground-excited elastoplastic systems.” J. Struct. Div. 97 (4): 1257–1281.
Vidic, T., P. Fajfar, and M. Fischinger. 1992. “A procedure for determining consistent inelastic design spectra.” In Workshop on Nonlinear Seismic Analysis of RC Structures. London: Elsevier.
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©2018 American Society of Civil Engineers.
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Received: Jan 31, 2017
Accepted: Mar 28, 2018
Published online: Jul 2, 2018
Published in print: Sep 1, 2018
Discussion open until: Dec 2, 2018
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