Shake Table Blind Prediction Tests: Contributions for Improved Fiber-based Frame Modelling

References

• Addessi, D. and Ciampi, V. [2007] “A regularized force-based beam element with a damage–plastic section constitutive law”, International Journal for Numerical Methods in Engineering 70(5), 610–629. doi:10.1002/(ISSN)1097-0207
   Web of Science ®Google Scholar
• Akin, J. E. [2000] “Finite Elements for Analysis and Design,” in Computational Mathematics and Applications, eds J. Whitman, and J. Davenport, (Academic Press, London, United Kingdom).
   Google Scholar
• Almeida, J. P., Das, S. and Pinho, R. [2012] “Adaptive force-based frame element for regularized softening response”, Computers & Structures 102-103, 1–13. doi:10.1016/j.compstruc.2012.03.018
   Web of Science ®Google Scholar
• Almeida, J. P., Prodan, O., Rosso, A. and Beyer, K. [2017] “Tests on thin reinforced concrete walls subjected to in-plane and out-of-plane cyclic loading”, Earthquake Spectra 33(1), 323–345. doi:10.1193/101915EQS154DP
   Web of Science ®Google Scholar
• Almeida, J. P., Tarquini, D. and Beyer, K. [2016] “Modelling approaches for inelastic behaviour of RC walls: multi-level assessment and dependability of results”, Archives of Computational Methods in Engineering 23, 69–100. doi:10.1007/s11831-014-9131-y
   Web of Science ®Google Scholar
• Arakawa, T. and Yamamoto, K. [2004] “Frequencies and damping ratios of a high rise building based on microtremor measurement,” Proc. of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada.
   Google Scholar
• Babazadeh, A., Burgueno, R. and Silva, P. F. [2015] “Use of 3D finite-element models for predicting intermediate damage limit states in RC bridge columns”, Journal of Structural Engineering 141, 10. doi:10.1061/(ASCE)ST.1943-541X.0001253
   Web of Science ®Google Scholar
• Bae, S. and Bayrak, O. [2008] “Seismic performance of full-scale reinforced concrete columns”, ACI Structural Journal 105(2), 123–133.
   Web of Science ®Google Scholar
• Bathe, K.-J. [1996] Finite Element Procedures, Prentice Hall, New Jersey, USA.
   Google Scholar
• Bentz, A. and Kijewski-Correa, T. [2008] “Predictive models for damping in buildings: the role of structural system characteristics,” Proc. of the 18th Analysis and Computation Specialty Conference Vancouver, Canada.
   Google Scholar
• Bernal, D. [1994] “Viscous damping in inelastic structural response”, Journal of Structural Engineering 120(4), 1240–1254. doi:10.1061/(ASCE)0733-9445(1994)120:4(1240)
   Web of Science ®Google Scholar
• Berry, M., Lehman, D. and Lowes, L. [2008] “Lumped-plasticity models for performance simulation of bridge columns”, ACI Structural Journal 105(3), 270–279.
   Web of Science ®Google Scholar
• Blandon, C. [2012] “Sensibility of non linear time history analysis of a RC column using large scale shaking table results as benchmark,” Proc. of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
   Google Scholar
• Calabrese, A., Almeida, J. P. and Pinho, R. [2010] “Numerical issues in distributed inelasticity modeling of rc frame elements for seismic analysis”, Journal of Earthquake Engineering 14(1), 38–68. doi:10.1080/13632461003651869
   Google Scholar
• Campos Costa, A., Morais, P., Wainwright, B. and Martins, A. [1996] Characterization of the New LNEC Shaking Table, Laboratório Nacional de Engenharia Civil, Lisbon, Portugal.
   Google Scholar
• Carrea, F. [2010] “Shake-Table Test on a Full-Scale Bridge Reinforced Concrete Column,” MSc Thesis, University of Bologna, Bologna, Italy.
   Google Scholar
• CEN. [2004] EN 1998-1. Eurocode 8: Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings, Comité Européen de Normalisation, Brussels.
   Google Scholar
• CEN. [2005] EN 1998-3. Eurocode 8: Design of Structures for Earthquake Resistance - Part 3: Assessment and Retrofitting of Buildings, Comité Européen de Normalisation, Brussels.
   Google Scholar
• Charney, F. A. [2008] “Unintended consequences of modeling damping in structures”, Journal of Structural Engineering 134(4), 581–592. doi:10.1061/(ASCE)0733-9445(2008)134:4(581)
   Web of Science ®Google Scholar
• Chopra, A. K. [1995] Dynamic of Structures, Prentice Hall, Englewood Cliffs, New Jersey, USA.
   Google Scholar
• Chopra, A. K. and Mckenna, F. [2017] “Modeling viscous damping in nonlinear response history analysis of buildings,” 16th World Conference on Earthquake Engineering, Santiago, Chile.
   Google Scholar
• Chopra, A. K. and McKenna, F. [2016] “Modeling viscous damping in nonlinear response history analysis of buildings for earthquake excitation”, Earthquake Engineering and Structural Dynamics 45(2), 193–211. doi:10.1002/eqe.2622
   Web of Science ®Google Scholar
• Coleman, J. and Spacone, E. [2001] “Localization issues in force-based frame elements”, Journal of Structural Engineering 127(11), 1257–1265. doi:10.1061/(ASCE)0733-9445(2001)127:11(1257)
   Web of Science ®Google Scholar
• Correia, A. A. [2011] “A pile-head macro-element approach to seismic design of monoshaft-supported bridges,” Ph.D. thesis, Istituto Universitario di Studi Superiori, University of Pavia, Pavia, Italy.
   Google Scholar
• Correia, A. A., Almeida, J. P. and Pinho, R. [2013] “Seismic energy dissipation in inelastic frames: understanding state-of-the-practice damping models”, Structural Engineering International 23(2), 148–158. doi:10.2749/101686613X13439149157001
   Web of Science ®Google Scholar
• Costa, A., Campos Costa, A., Candeias, P., Guerreiro, L. and Mendes, L. [2012] “15WCEE blind test challenge - design report,” Proc. of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
   Google Scholar
• Fardis, M. [2009] Seismic Design, Assessment and Retrofitting of Concrete Buildings, Springer Netherlands.
   Google Scholar
• Feng, D., Ren, X. and Li, J. [2016] “Implicit gradient delocalization method for force-based frame element”, Journal of Structural Engineering 142, 2. doi:10.1061/(ASCE)ST.1943-541X.0001397
   Web of Science ®Google Scholar
• Feng, Y., Kowalsky, M. J. and Nau, J. M. [2014] “Fiber-Based modeling of circular reinforced concrete bridge columns”, Journal of Earthquake Engineering 18(5), 714–734. doi:10.1080/13632469.2014.904254
   Web of Science ®Google Scholar
• Fragiadakis, M., Pinho, R. and Antoniou, S. [2008] “Modelling inelastic buckling of reinforcing bars under earthquake loading”, Computational Structural Dynamics and Earthquake Engineering: Structures and Infrastructures 2, 363–377.
   Google Scholar
• Girard, C. and Bastien, J. [2002] “Finite-Element bond-slip model for concrete columns under cyclic loads”, Journal of Structural Engineering 128(12), 1502–1510. doi:10.1061/(ASCE)0733-9445(2002)128:12(1502)
   Web of Science ®Google Scholar
• Goodnight, J. C., Feng, Y., Kowalsky, M. J. and Nau, J. M. [2015] “The effects of load history and design variables on performance limit states of circular bridge columns – volume 2: experimental observations,” Technical Report, Alaska Department of Transportation and Public Facilities, USA.
   Google Scholar
• Goodnight, J. C., Kowalsky, M. J. and Nau, J. M. [2012] “Experimental observations on the effect of load history on performance limit states of circular bridge columns,” Proc. of the 15th World Conference on Earthquake Engineering, Lisbon, Portugal.
   Google Scholar
• Goodnight, J. C., Kowalsky, M. J. and Nau, J. M. [2014] “A new look at strain limits and plastic hinge lengths for reinforced concrete bridge columns,” Proc. of the 10th U.S. National Conference on Earthquake Engineering, Anchorage, USA.
   Google Scholar
• Goodnight, J. C., Kowalsky, M. J. and Nau, J. M. [2016] “Modified plastic-hinge method for circular RC bridge columns”, Journal of Structural Engineering 143, 11.
   Google Scholar
• Grant, D., Blandon, C. and Priestley, M. J. N. [2005] Modelling Inelastic Response in Direct Displacement-Based Design, IUSS Press, Pavia, Italy.
   Google Scholar
• Hall, J. [2006] “Problems encountered from the use (or misuse) of Rayleigh damping”, Earthquake Engineering & Structural Dynamics 35(5), 525–545. doi:10.1002/eqe.541
   Web of Science ®Google Scholar
• Hines, E., Restrepo, J. I. and Seible, F. [2004] “Force-displacement characterization of well-confined bridge piers”, ACI Structural Journal 101(4), 537–548.
   Web of Science ®Google Scholar
• Jacobsen, L. S. [1930] “Steady forced vibrations as influenced by damping”, ASME Transactions 52(1), 169–181.
   Google Scholar
• Jeary, A. [1986] “Damping in tall buildings - a mechanism and a predictor”, Earthquake Engineering & Structural Dynamics 14(5), 733–750. doi:10.1002/eqe.4290140505
   Web of Science ®Google Scholar
• Jehel, P., Léger, P. and Ibrahimbegovic, A. [2013] “Initial versus tangent stiffness-based Rayleigh damping in inelastic time history seismic analyses”, Earthquake Engineering & Structural Dynamics 43(3), 467–484. doi:10.1002/eqe.2357
   Web of Science ®Google Scholar
• Jendele, L. and Cervenka, J. [2006] “Finite element modelling of reinforcement with bond”, Computers & Structures 84(28), 1780–1791. doi:10.1016/j.compstruc.2006.04.010
   Web of Science ®Google Scholar
• Jirásek, M. [1997] “Analytical and numerical solutions for frames with softening hinges”, Journal of Engineering Mechanics 123(1), 8–14. doi:10.1061/(ASCE)0733-9399(1997)123:1(8)
   Web of Science ®Google Scholar
• JPEE [2014] “Prémio Ricardo Teixeira Duarte,” Proc. of the 5as Jornadas Portuguesas de Engenharia de Estruturas, LNEC, Lisboa, Portugal (in Portuguese). Available at the website: http://jpee2014.lnec.pt/concurs_2.html
   Google Scholar
• Kappos, A. J. and Konstantinidis, D. [1999] “Statistical analysis of confined high strength concrete”, Materials and Structures 32(10), 734–748.
   Google Scholar
• Kareem, A. and Gurley, K. [1996] “Damping in structures: its evaluation and treatment of uncertainty”, Journal of Wind Engineering and Industrial Aerodynamics 59, 131–157. doi:10.1016/0167-6105(96)00004-9
   Web of Science ®Google Scholar
• Krawinkler, H. [2006] “Importance of good nonlinear analysis”, The Structural Design of Tall and Special Buildings 15(5), 515–531. doi:10.1002/(ISSN)1541-7808
   Web of Science ®Google Scholar
• Lagomarsino, S. [1993] “Forecast models for damping and vibration periods of buildings”, Journal of Wind Engineering and Industrial Aerodynamics 48, 221–239. doi:10.1016/0167-6105(93)90138-E
   Web of Science ®Google Scholar
• Lanzi, A. and Luco, J. E. [2017] “Influence of viscous damping models on inelastic seismic response of fixed and base-isolated structures,” Proc. of the 16th World Conference on Earthquake Engineering, Santiago, Chile.
   Google Scholar
• Lee, C.-L. and Filippou, F. [2015a] “Frame element with mixed formulations for composite and RC members with bond slip. II: correlation studies”, Journal of Structural Engineering 141, 11.
   Web of Science ®Google Scholar
• Lee, C.-L. and Filippou, F. [2015b] “Frame element with mixed formulations for composite and RC members with bond slip. I: theory and fixed-end rotation”, Journal of Structural Engineering 141, 11.
   Web of Science ®Google Scholar
• Lepage, A., Delgado, S. and Dragovich, J. [2008] “Appropriate models for practical nonlinear dynamic analysis of reinforced concrete frames,”Proc. of the 14th World Conference on Earthquake Engineering, Beijing, China.
   Google Scholar
• Madas, P. and Elnashai, A. [1992] “A new passive confinement model for the analysis of concrete structures subjected to cyclic and transient dynamic loading”, Earthquake Engineering & Structural Dynamics 21(5), 409–431. doi:10.1002/eqe.4290210503
   Web of Science ®Google Scholar
• Mander, J., Priestley, N. and Park, R. [1988] “Theoretical stress-strain model for confined concrete”, Journal of Structural Engineering 114(8), 1804–1826. doi:10.1061/(ASCE)0733-9445(1988)114:8(1804)
   Web of Science ®Google Scholar
• Martinez-Rueda, J. and Elnashai, A. [1997] “Confined concrete model under cyclic load”, Materials and Structures 30(3), 139–147. doi:10.1007/BF02486385
   Web of Science ®Google Scholar
• Menegotto, M. and Pinto, P. [1973] “Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending,” Proc. of the Symposium Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Lisbon, Portugal.
   Google Scholar
• Monti, G. and Nuti, C. [1992] “Nonlinear cyclic behavior of reinforcing bars including buckling”, Journal of Structural Engineering 118(12), 3268–3284. doi:10.1061/(ASCE)0733-9445(1992)118:12(3268)
   Web of Science ®Google Scholar
• Monti, G. and Spacone, E. [2000] “Reinforced concrete fiber beam element with bond-slip”, Journal of Structural Engineering 126(6), 654–661. doi:10.1061/(ASCE)0733-9445(2000)126:6(654)
   Web of Science ®Google Scholar
• Morita, K. and Kanda, J. [1996] “Experimental evaluation of the amplitude dependent natural period and damping ratio of a multi-story structure,” Proc. of the 11th World Conference on Earthquake Engineering, Acapulco, Mexico.
   Google Scholar
• Mortezaei, A. and Ronagh, H. R. [2011] “Plastic hinge length of reinforced concrete columns subjected to both far-fault and near-fault ground motions having forward directivity”, The Structural Design of Tall and Special Buildings 22(12), 903–926. doi:10.1002/tal.729
   Web of Science ®Google Scholar
• Nagashima, T., Sugano, S., Kimura, H. and Ichikawa, A. [1992] “Monotonic axial compression test on ultra high strength concrete tied columns,” Proc. of the 10th World Conference on Earthquake Engineering, Madrid, Spain.
   Google Scholar
• Neuenhofer, A. and Filippou, F. [1997] “Evaluation of nonlinear frame finite-element models”, Journal of Structural Engineering 123(7), 958–966. doi:10.1061/(ASCE)0733-9445(1997)123:7(958)
   Web of Science ®Google Scholar
• Pam, H. J. and Ho, J. C. M. [2009] “Length of critical region for confinement steel in limited ductility high-strength reinforced concrete columns”, Engineering Structures 31(12), 2896–2908. doi:10.1016/j.engstruct.2009.07.015
   Web of Science ®Google Scholar
• PEER/ATC. [2010] PEER/ATC 72-1 - Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings, Pacific Earthquake Engineering Research Center/Applied Technology Council, USA.
   Google Scholar
• Priestley, M. J. N., Calvi, G. M. and Kowalsky, M. J. [2007] Displacement-Based Seismic Design of Structures, IUSS Press, Pavia, Italy.
   Google Scholar
• Priestley, M. J. N. and Grant, D. [2005] “Viscous damping in seismic design and analysis”, Journal of Earthquake Engineering 9(2), 229–255. doi:10.1142/S1363246905002365
   Google Scholar
• Priestley, M. J. N., Seible, F. and Calvi, G. M. [1996] Seismic Design and Retrofit of Bridges, John Wiley & Sons Inc, New Jersey, USA.
   Google Scholar
• Puthanpurayil, A. M., Lavan, O., Carr, A. J. and Dhakal, R. P. [2016] “Elemental damping formulation: an alternative modelling of inherent damping in nonlinear dynamic analysis”, Bulletin of Earthquake Engineering 14(8), 2405–2434. doi:10.1007/s10518-016-9904-9
   Web of Science ®Google Scholar
• Salem, H. and Maekawa, K. [2004] “Pre- and postyield finite element method simulation of bond of ribbed reinforcing bars”, Journal of Structural Engineering 130(4), 671–680. doi:10.1061/(ASCE)0733-9445(2004)130:4(671)
   Web of Science ®Google Scholar
• Satake, N., Suda, K.-I., Arakawa, T., Sasaki, A. and Tamura, Y. [2003] “Damping evaluation using full-scale data of buildings in Japan”, Journal of Structural Engineering 129(4), 470–477. doi:10.1061/(ASCE)0733-9445(2003)129:4(470)
   Web of Science ®Google Scholar
• Schoettler, M. J., Restrepo, J. I., Guerrini, G., Duck, D. E. and Carrea, F. [2015] A Full-Scale, Single-Column Bridge Bent Tested by Shake-Table Excitation, Pacific Earthquake Engineering Research Center, University of California, Berkeley, USA.
   Google Scholar
• Scott, M. H. and Fenves, G. [2006] “Plastic hinge integration methods for force-based beam-column elements”, Journal of Structural Engineering 132(2), 244–252. doi:10.1061/(ASCE)0733-9445(2006)132:2(244)
   Web of Science ®Google Scholar
• Scott, M. H. and HamutçuoğLu, O. M. [2008] “Numerically consistent regularization of force-based frame elements”, International Journal for Numerical Methods in Engineering 76(10), 1612–1631. doi:10.1002/nme.v76:10
   Web of Science ®Google Scholar
• Seismosoft [2013] “SeismoStruct v.6.5. - a computer program for static and dynamic nonlinear analysis of framed structures,” available online from http://www.seismosoft.com
   Google Scholar
• Sezen, H. and Moehle, J. [2004] “Strength and deformation capacity of reinforced concrete columns with limited ductility,” Proc. of the 13th World Conference on Earthquake Engineering, Vancouver, Canada.
   Google Scholar
• Sheikh, S. A. and Uzumeri, S. M. [1982] “Analytical model for concrete confined in tied columns”, Journal of the Structural Division 108(12), 2703–2722.
   Google Scholar
• Sousa, R. [2015] “Development and Verification of Innovative Modelling Approaches for the Analysis of Framed Structures Subjected to Earthquake Action,” Ph.D. thesis, UME School, IUSS Pavia, Pavia, Italy.
   Google Scholar
• Tarquini, D., Almeida, J. P. and Beyer, K. [2017] “Axially Equilibrated Displacement-Based Beam Element for Simulating the Cyclic Inelastic Behaviour of RC Members”, 46(9), 1471–1492.
   Google Scholar
• Terzic, V., Schoettler, M. J., Restrepo, J. I. and Mahin, S. [2015] “Concrete column blind prediction contest 2010: outcomes and observations,” PEER Report No. 2015/01, Pacific Earthquake Engineering Research Center, University of California, Berkeley, USA.
   Google Scholar
• Theil, H. [1961] “Economic Forecasts and Policy,” in Contributions to Economic Analysis, vol. 15,  2nd Ed., rev. ed.,(North-Holland Publishing Company, Amsterdam, Netherlands).
   Google Scholar
• Varum, H. [2003] “Seismic assessment, strengthening and repair of existing buildings,” Ph.D. thesis, University of Aveiro, Aveiro, Portugal.
   Google Scholar
• Vásquez, J. A., Llera, J. C. and Hube, M. A. [2016] “A regularized fiber element model for reinforced concrete shear walls”, Earthquake Engineering & Structural Dynamics 45(13), 2063–2083. doi:10.1002/eqe.2731
   Web of Science ®Google Scholar
• Wakabayashi, M. [1986] Design of Earthquake-Resistant Buildings, McGraw-Hill, New York, USA.
   Google Scholar
• Yazgan, U. and Dazio, A. [2011a] “Simulating maximum and residual displacements of RC structures: I. Accuracy”, Earthquake Spectra 27(4), 1187–1202. doi:10.1193/1.3650479
   Web of Science ®Google Scholar
• Yazgan, U. and Dazio, A. [2011b] “Simulating maximum and residual displacements of RC structures: II. Sensitivity”, Earthquake Spectra 27(4), 1203–1218. doi:10.1193/1.3650478
   Web of Science ®Google Scholar
• Zhao, J. and Sritharan, S. [2007] “Modeling of strain penetration effects in fiber-based analysis of reinforced concrete structures”, ACI Structural Journal 104(2), 133–141.
   Web of Science ®Google Scholar