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http://dx.doi.org/10.12989/sem.2013.48.2.151

Numerical simulation of shaking table tests on 3D reinforced concrete structures  

Bayhan, Beyhan (Department of Civil Engineering, Bursa Technical University)
Publication Information
Structural Engineering and Mechanics / v.48, no.2, 2013 , pp. 151-171 More about this Journal
Abstract
The current paper presents the numerical blind prediction of nonlinear seismic response of two full-scale, three dimensional, one-story reinforced concrete structures subjected to bidirectional earthquake simulations on shaking table. Simulations were carried out at the laboratories of LNEC (Laboratorio Nacional de Engenharia Civil) in Lisbon, Portugal. The study was motivated by participation in the blind prediction contest of shaking table tests, organized by the challenge committee of the 15th World Conference on Earthquake Engineering. The test specimens, geometrically identical, designed for low and high ductility levels, were subjected to subsequent earthquake motions of increasing intensity. Three dimensional nonlinear analytical models were implemented and subjected to the input base motions. Reasonably accurate reproduction of the measured displacement response was obtained through appropriate modeling. The goodness of fit between analytical and measured results depended on the details of the analytical models.
Keywords
reinforced concrete structures; shaking table test; blind prediction; nonlinear modeling; numerical simulation; Opensees;
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  • Reference
1 ACI 318 (2011), Building Code Requirements for Structural Concrete and Commentary, ACI Committee 318, American Concrete Institute, Farmington Hills, Michigan.
2 ACI 352 (2012), Guide for Design of Slab-Column Connections in Monolithic Concrete Structures, ACI Committee 352, American Concrete Institute, Farmington Hills, Michigan.
3 Alath, S. and Kunnath, S.K. (1995), "Modeling inelastic shear deformations in RC beam-column joints", Proceedings of 10th Engineering Mechanics Conference, University of Colorado at Boulder, New York, May.
4 ASCE/SEI 41 Supplement 1 (2008), Seismic Rehabilitation of Existing Buildings, American Society of Civil Engineers, Reston, VA.
5 Bayhan, B., Moehle, J.P., Yavari, S., Elwood, K.J., Lin, S.H., Wu, C.L. and Hwang, S.J. (2013), "Seismic Response of a Concrete Frame with Weak Beam-Column Joints", Earthq Spectra, doi: 10.1193/071811EQS179M.   DOI   ScienceOn
6 Coleman, J. and Spacone, E. (2001), Localization issues in nonlinear frame elements, Modeling of Inelastic Behavior of RC Structures Under Seismic Loads, Eds. Shing, P.B. and Tanabe, T.A., ASCE/SEI Publication, Reston, VA.
7 Elwood, K.J. and Eberhard, M.O. (2009), "Effective stiffness of reinforced concrete columns", ACI Struct. J., 106(4), 476-484.
8 Eurocode 8 (2004), Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings, European Standard EN 1998-1, Comite Europeen de Normalisation, Bruxelles.
9 FIB (2003), Seismic Assessment and Retrofit of Reinforced Concrete Buildings, state of the art report, bulletin no: 24, International Federation for Structural Concrete, Lausanne, Switzerland.
10 Gallo, P.Q., Akgüzel, U., Pampanin, S. and Carr, A.J. (2011), "Shake table tests of non-ductile as-built and repaired RC frames", Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society, Auckland, New Zealand, April.
11 Kazaz, I., Yakut, A. and Gülkan, P. (2006), "Numerical simulation of dynamic shear wall tests: a benchmarkstudy", Computers and Structures, 84(8-9), 549-562.   DOI   ScienceOn
12 Kabeyasawa, T., Kabayasewa, T., Matsumori, T., Kabayasewa, T. and Kim, Y. (2007), "3-D collapse tests and analyses of the three-story reinforced concrete buildings with flexible foundation", Structures Congress 2007 Structural Engineering Research Frontiers-ASCE, Long Beach, CA, May.
13 LNEC Team (2012), Preliminary test, blind test design, material and construction report, 15WCEE Blind Test Challenge, Lisbon, Portugal.
14 Lowes, L.N. and Altoontash, A. (2003), "Modeling reinforced-concrete beam-column joints subjected to cyclic loading", J Struct Eng-ASCE, 129(12), 1686-1697.   DOI   ScienceOn
15 Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., ASCE, 114(8), 1804-1826.   DOI   ScienceOn
16 OpenSees (2005), Open system for earthquake engineering simulation, Pacific Earthquake Engineering Research Center, UC Berkeley, Available from: http://www.opensees.berkeley.edu.
17 Panagiotou, M., Restrepo, J. and Conte, J. (2011), "Shake-table test of a full-scale 7-story building slice. Phase I: rectangular wall", J. Struct. Eng., 137(6), 691-704.   DOI   ScienceOn
18 Pantelides, C.P., Clyde, C. and Reaveley, L.D. (2002), "Performance-based evaluation of reinforced concrete building exterior joints for seismic excitation", Earthq. Spectra, 18(3), 449-480.   DOI   ScienceOn
19 Sozen, M.A. and Moehle, J.P. (1990), "Development and lap-splice lengths for deformed reinforcing bars in concrete", A Report to the Portland Cement Association, Skokie, IL, and the Concrete Reinforcing Steel Institute, Schaumburg, IL.
20 Peloso, S., Zanardi, A. and Pavese, A. (2012), "Improvement of a simplified method for the assessment of 3D R.C. frames", 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
21 Spacone, E., Filippou, F.C. and Taucer, F.F. (1996a), "Fiber beam-column model for non-linear analysis of R/C frames. Part I: formulation", Earthq. Eng. Struct. D., 25(7), 711-725.   DOI   ScienceOn
22 Spacone, E., Filippou. F.C. and Taucer, F.F. (1996b), "Fiber beam-column model for non-linear analysis of R/C frames. Part II: application", Earthq. Eng. Struct. D., 25(7), 727-742.   DOI   ScienceOn
23 Walker, S. (2001), "Seismic performance of existing reinforced concrete beam-column joints", Master of Science thesis, Department of Civil Engineering, University of Washington, Seattle, WA.
24 Yavari, S., Lin, S.H., Elwood, K.J., Wu, C.L., Hwang, S.J., Bayhan, B. and Moehle, J.P. (2010), "Shake table tests on the collapse of reinforced concrete frames subjected to moderate and high axial loads", Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, Ontario, Canada.