Technical Papers
Oct 28, 2020

Effective Modeling of Special Steel Moment Frames for the Evaluation of Seismically Induced Floor Accelerations

Publication: Journal of Structural Engineering
Volume 147, Issue 1

Abstract

Nonlinear time-history analysis is becoming a standard procedure for evaluating the seismic performance of structures. The current ASCE 7-16 allows practitioners to perform it when the acceleration demands of nonstructural components (NSCs) are required. However, the code in this version omits any suggestion regarding the methodology that should or could be used to represent the structure as a mathematical model. This investigation evaluated the acceleration demands in rigid and flexible nonstructural components using five different assessment methodologies that vary from a detailed concentrated and distributed plasticity model to a very simple model. Nonlinear static and dynamic analyses were performed on 2-, 4-, 8-, 12- and 20-story special steel moment frames to evaluate the effects that mathematical models have on the structure´s seismic response and acceleration demands on NSCs. Although results showed that detailed models are the only ones that adequately can capture structure drift deformations, it was found that even the simplest nonlinear model evaluated the acceleration demands correctly in NSCs.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request.

Acknowledgments

Financial support was provided by the University of Cuenca and the University of Azuay. This support is gratefully acknowledged. The authors also acknowledge the contribution of Dr. Fabian Astudillo of the University of Cuenca for his help installing OpenSeesMP on the University of Cuenca’s super-computer.

References

ASCE. 2006. Minimum design loads for buildings and other structures. ASCE 7-05. Reston, VA: ASCE.
ASCE. 2016. Minimum design loads for buildings and other structures. ASCE/SEI 7. Reston, VA: ASCE.
Charney, F. A. 2008. “Unintended consequences of modeling damping in structures.” J. Struct. Eng. 134 (4): 581–592. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:4(581).
Charney, F. A., and J. Marshall. 2006. “A comparison of the Krawinkler and Scissors models for including beam-column joint deformations in the analysis of moment-resisting steel frames.” Eng. J. 43 (1): 31.
Chaudhuri, S. R., and R. Villaverde. 2008. “Effect of building nonlinearity on seismic response of nonstructural components: A parametric study.” J. Struct. Eng. 134 (4): 661–670. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:4(661).
Drake, R. M., and R. E. Bachman. 1996. “NEHRP provisions for 1994 for nonstructural components.” J. Archit. Eng. 2 (1): 26–31. https://doi.org/10.1061/(ASCE)1076-0431(1996)2:1(26).
FEMA. 2009. Quantification of building seismic performance factors. FEMA P695. Redwood City, CA: Applied Technology Council & Federal Emergency Management Agency.
Flores, F. X., F. A. Charney, and D. Lopez-Garcia. 2014. “Influence of the gravity framing system on the collapse performance of special steel moment frames.” J. Constr. Steel Res. 101 (Oct): 351–362. https://doi.org/10.1016/j.jcsr.2014.05.020.
Flores, F. X., D. Lopez-Garcia, and F. A. Charney. 2015. “Assessment of floor accelerations in special steel moment frames.” J. Constr. Steel Res. 106 (Mar): 154–165. https://doi.org/10.1016/j.jcsr.2014.12.006.
Hartloper, A., and D. Lignos. 2017. “11.29: Updates to the ASCE-41-13 provisions for the nonlinear modeling of steel wide-flange columns for performance-based earthquake engineering.” ce/papers 1 (2–3): 3072–3081. https://doi.org/10.1002/cepa.359.
Ibarra, L. F., and H. Krawinkler. 2005. Global collapse of frame structures under seismic excitations. Berkeley, CA: Pacific Earthquake Engineering Research Center.
Kehoe, B., and M. Hachem. 2003. “Procedures for estimating floor accelerations.” In Proc., ATC-29-2 Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities. Redwood City, CA: Applied Technology Council.
Lignos, D. G., and H. Krawinkler. 2010. “Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading.” J. Struct. Eng. 137 (11): 1291–1302. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000376.
Lin, J., and S. A. Mahin. 1985. “Seismic response of light subsystems on inelastic structures.” J. Struct. Eng. 111 (2): 400–417. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:2(400).
Mazzoni, S., F. McKenna, M. H. Scott, and G. L. Fenves. 2006. OpenSees command language manual. Berkeley, CA: Pacific Earthquake Engineering Research Center.
Medina, R. A., R. Sankaranarayanan, and K. M. Kingston. 2006. “Floor response spectra for light components mounted on regular moment-resisting frame structures.” Eng. Struct. 28 (14): 1927–1940. https://doi.org/10.1016/j.engstruct.2006.03.022.
Menegotto, M., and P. E. Pinto. 1973. “Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending.” In Vol. 13 of IABSE Symp. of Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, 15–22. Lisbon, Portugal: International Association of Bridge and Structural Engineering.
Miranda, E., G. Mosqueda, R. Retamales, and G. Pekcan. 2012. “Performance of nonstructural components during the 27 February 2010 Chile earthquake.” Supplement, Earthquake Spectra 28 (S1): 453–471. https://doi.org/10.1193/1.4000032.
Miranda, E., and S. Taghavi. 2005. “Approximate floor acceleration demands in multistory buildings. I: Formulation.” J. Struct. Eng. 131 (2): 203–211. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(203).
NIST. 2010. Evaluation of the FEMA P-695 methodology for quantification of building seismic performance factors. NIST GCR 10-917-8. Gaithersburg, MD: NIST.
Politopoulos, I. 2010. “Floor spectra of MDOF nonlinear structures.” J. Earthquake Eng. 14 (5): 726–742. https://doi.org/10.1080/13632460903427826.
Politopoulos, I., and C. Feau. 2007. “Some aspects of floor spectra of 1DOF nonlinear primary structures.” Earthquake Eng. Struct. Dyn. 36 (8): 975–993. https://doi.org/10.1002/eqe.664.
Rodriguez, M., J. Restrepo, and A. Carr. 2002. “Earthquake-induced floor horizontal accelerations in buildings.” Earthquake Eng. Struct. Dyn. 31 (3): 693–718. https://doi.org/10.1002/eqe.149.
Sankaranarayanan, R., and R. A. Medina. 2007. “Acceleration response modification factors for nonstructural components attached to inelastic moment-resisting frame structures.” Earthquake Eng. Struct. Dyn. 36 (14): 2189–2210. https://doi.org/10.1002/eqe.724.
Sewell, R. T., C. A. Cornell, G. R. Toro, R. K. McGuire, R. P. Kassawara, A. Singh, and J. C. Stepp. 1987. “Factors influencing equipment response in linear and nonlinear structures.” In Proc., Transactions of the 9th Int. Conf. on Structural Mechanics in Reactor Technology. The Hague: IAEA.
Singh, A., and A. H.-S. Ang. 1974. “Stochastic prediction of maximum seismic response of light secondary systems.” Nucl. Eng. Des. 29 (2): 218–230. https://doi.org/10.1016/0029-5493(74)90124-1.
Singh, M., L. Moreschi, L. Suarez, and E. Matheu. 2006. “Seismic design forces. I: Rigid nonstructural components.” J. Struct. Eng. 132 (10): 1524–1532. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:10(1524).
Taghavi, S., and E. Miranda. 2003. Response assessment of nonstructural building elements. Stanford, CA: Dept. of Civil and Environmental Engineering, Stanford Univ.
Torres-Rodas, P., F. Zareian, and A. Kanvinde. 2018. “Seismic demands in column base connections of steel moment frames.” Earthquake Spectra 34 (3): 1383–1403. https://doi.org/10.1193/062317EQS127M.
Wieser, J., G. Pekcan, A. E. Zaghi, A. Itani, and M. Maragakis. 2013. “Floor accelerations in yielding special moment resisting frame structures.” Earthquake Spectra 29 (3): 987–1002. https://doi.org/10.1193/1.4000167.
Zareian, F., D. Lignos, and H. Krawinkler. 2010. “Evaluation of seismic collapse performance of steel special moment resisting frames using FEMA P695 (ATC-63) methodology.” In Proc., Structures Congress ASCE, 12–14. Reston, VA: ASCE.
Zareian, F., and R. A. Medina. 2010. “A practical method for proper modeling of structural damping in inelastic plane structural systems.” Comput. Struct. 88 (1–2): 45–53.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 147Issue 1January 2021

History

Received: Jun 21, 2019
Accepted: Jul 13, 2020
Published online: Oct 28, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 28, 2021

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Authors

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Francisco X. Flores, Ph.D. [email protected]
Professor, Dept. of Civil Engineering, Univ. of Cuenca, Cuenca 010203, Ecuador; Professor, Dept. of Civil Engineering, Univ. of Azuay, Cuenca 010150, Ecuador (corresponding author). Email: [email protected]; [email protected]
Research Assistant, Dept. of Civil Engineering, Univ. of Cuenca, Cuenca 010203, Ecuador. ORCID: https://orcid.org/0000-0003-0361-334X. Email: [email protected]
Research Assistant, Dept. of Civil Engineering, Univ. of Cuenca, Cuenca 010203, Ecuador. ORCID: https://orcid.org/0000-0001-8260-0680. Email: [email protected]

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