Investigating different methods for application of earthquake records in seismic evaluation of irregular RC bridges considering incident angles

Structures - Tập 32 - Trang 1717-1733 - 2021
Payam Tehrani1, Reza Ghanbari1
1Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran.

Tài liệu tham khảo

Elnashai, A.S. and L. Di Sarno, Fundamentals of earthquake engineering. 2008: Wiley Online Library. Penzien, 1974, Characteristics of 3-dimensional earthquake ground motions, Earthq Eng Struct Dyn, 3, 365, 10.1002/eqe.4290030407 Newmark, 1975 Rosenblueth, 1977, Approximate design for multicomponent earthquakes, J Eng Mech Division, 103, 881, 10.1061/JMCEA3.0002280 Cheng, F. and J.-F. Ger. Maximum response of buildings to multi-seismic input. in Dynamics of Structures. 1987. ASCE. Cheng, F. and J. Ger. The effect of multicomponent seismic excitation and direction on response behavior of 3-D structures. in Proceedings of the 4th US National Conference on Earthquake Engineering, Palm Springs. 1990. Wilson, 1995, A clarification of the orthogonal effects in a three-dimensional seismic analysis, Earthq Spectra, 11, 659, 10.1193/1.1585831 Menun, 1998, A replacement for the 30%, 40%, and SRSS rules for multicomponent seismic analysis, Earthq Spectra, 14, 153, 10.1193/1.1585993 Lopez, 2000, Critical response of structures to multicomponent earthquake excitation, Earthq Eng Struct Dyn, 29, 1759, 10.1002/1096-9845(200012)29:12<1759::AID-EQE984>3.0.CO;2-K Anastassiadis, 2002, Concurrent design forces in structures under three-component orthotropic seismic excitation, Earthq Spectra, 18, 1, 10.1193/1.1463040 Maleki, 2006, Orthogonal effects in seismic analysis of skewed bridges, J Bridge Eng, 11, 122, 10.1061/(ASCE)1084-0702(2006)11:1(122) Bisadi, 2010, Orthogonal effects in nonlinear analysis of bridges subjected to multicomponent earthquake excitation, Struct Congress Khaled, 2011, Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions, Eng Struct, 33, 2357, 10.1016/j.engstruct.2011.04.009 AASHTO, AASHTO Guide Specifications for LRFD Seismic Bridge Design. 2011: American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO, AASHTO LRFD bridge design specifications. 2014, American Association of State Highway and Transportation Officials Washington, D.C. ASCE 07. Minimum design loads and associated criteria for buildings and other structures. 2010. American Society of Civil Engineers. Friedland, I.M., R.L. Mayes, and M. Bruneau, Recommended Changes to the AASHTO Specifications for the Seismic Design of Highway Bridges (NCHRP Project 12-49). NIST SPECIAL PUBLICATION SP, 2001: p. 313-324. Applied Technology Council, ATC40. Seismic evaluation and retrofit of concrete buildings. 2. Appendices. 1996. Zelaschi, 2016, Parametric characterization of RC bridges for seismic assessment purposes, Structures, 7, 14, 10.1016/j.istruc.2016.04.003 Monteiro, R., R. Delgado, and R. Pinho. Probabilistic seismic assessment of RC bridges: Part II—Nonlinear demand prediction. Structures. 2016. 5 :p. 274-283 Elsevier. Monteiro, 2016, Sampling based numerical seismic assessment of continuous span RC bridges, Eng Struct, 118, 407, 10.1016/j.engstruct.2016.03.068 Kohrangi, 2015, Seismic performance of irregular bridges–comparison of different nonlinear static procedures, Struct Infrastruct Eng, 11, 1632, 10.1080/15732479.2014.983938 Kappos, 2002, Seismic assessment and design of R/C bridges with irregular congiguration, including SSI effects, Eng Struct, 24, 1337, 10.1016/S0141-0296(02)00068-8 Tehrani, 2014, Seismic risk assessment of four-span bridges in Montreal designed using the Canadian bridge design code, J Bridge Eng, 19, A4014002, 10.1061/(ASCE)BE.1943-5592.0000499 Tehrani, 2013, Seismic response of bridges subjected to different earthquake types using IDA, J Earthquake Eng, 17, 423, 10.1080/13632469.2012.760500 Tehrani, 2013, Effects of column stiffness irregularity on the seismic response of bridges in the longitudinal direction, Can J Civ Eng, 40, 815, 10.1139/cjce-2012-0091 Tehrani, 2013, Effects of column and superstructure stiffness on the seismic response of bridges in the transverse direction, Can J Civ Eng, 40, 827, 10.1139/l2012-032 Isaković, T., M. Fischinger, and P. Kante, Bridges: when is single mode seismic analysis adequate? Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2003. 156(2): p. 165-173. Maalek, 2009, The effect of higher modes on the regularity of single-column-bent highway viaducts, Bridge Struct, 5, 29, 10.1080/15732480902775573 Akbari, 2012, Seismic fragility analysis of reinforced concrete continuous span bridges with irregular configuration, Struct Infrastruct Eng, 8, 873, 10.1080/15732471003653017 Sajed, 2020, Effects of column and superstructure irregularity on the seismic response of four-span RC bridges, Structures, 28, 1400, 10.1016/j.istruc.2020.09.057 Sajed, 2020, Investigating the effects of combinations of irregularities on seismic ductility demands and mean response for four-span RC bridges considering displacement direction, Bridge Struct, 16, 105 Tehrani, 2021, Investigating the use of natural and artificial records for prediction of seismic response of regular and irregular RC bridges considering displacement directions, Appl Sci, 11, 906, 10.3390/app11030906 Mackie, 2011, Response sensitivity of highway bridges to randomly oriented multi-component earthquake excitation, J Earthq Eng, 15, 850, 10.1080/13632469.2010.551706 Di Sarno, 2020, Effects of incident angles of earthquake sequences on seismic demands of structures, Structures, 28, 1244, 10.1016/j.istruc.2020.09.064 Hussain, 2020, Inelastic seismic behavior of asymmetric structures under bidirectional ground motion: An effort to incorporate the effect of bidirectional interaction in load resisting elements, Structures, 25, 241, 10.1016/j.istruc.2020.03.014 Araújo, 2014, Multidirectional pushover analysis for seismic assessment of irregular-in-plan bridges, Eng Struct, 79, 375, 10.1016/j.engstruct.2014.08.032 Bayat, 2017, The effect of different intensity measures and earthquake directions on the seismic assessment of skewed highway bridges, Earthq Eng Eng Vibration, 16, 165, 10.1007/s11803-017-0375-z Bhatnagar, 2015, Fragility of skewed bridges under orthogonal seismic ground motions, Struct Infrastruct Eng, 11, 1113, 10.1080/15732479.2014.936880 Feng, 2018, Impact of seismic excitation direction on the fragility analysis of horizontally curved concrete bridges, Bull Earthq Eng, 16, 4705, 10.1007/s10518-018-0400-2 Noori, 2019, Effects of ground motion directionality on seismic behavior of skewed bridges considering SSI, Soil Dyn Earthquake Eng, 127, 10.1016/j.soildyn.2019.105820 Omranian, 2018, Seismic vulnerability assessment of RC skew bridges subjected to mainshock-aftershock sequences, Soil Dyn Earthquake Eng, 114, 186, 10.1016/j.soildyn.2018.07.007 Shan, 2020, Seismic fragility analysis of irregular bridges with non-circular tall piers considering ground motion directionality, Bull Earthq Eng, 18, 1723, 10.1007/s10518-019-00769-z Soltanieh, 2019, Performance assessment of bridge-soil-foundation system with irregular configuration considering ground motion directionality effects, Soil Dyn Earthq Eng, 118, 19, 10.1016/j.soildyn.2018.11.006 Taskari, 2015, Multi-angle, multi-damage fragility curves for seismic assessment of bridges, Earthq Eng Struct Dyn, 44, 2281, 10.1002/eqe.2584 Tehrani, 2021, Prediction of mean responses of RC bridges considering the incident angle of ground motions and displacement directions, Appl Sci, 11, 2462, 10.3390/app11062462 Roy, 2017, Maximum credible damage of RC bridge pier under bi-directional seismic excitation for all incidence angles, Eng Struct, 152, 251, 10.1016/j.engstruct.2017.09.008 PEER, 2011 ASCE/SEI 7-16. Minimum design loads and associated criteria for buildings and other structures. 2017. American Society of Civil Engineers. Bernier, 2016, Using the conditional spectrum method for improved fragility assessment of concrete gravity dams in Eastern Canada, Earthq Spectra, 32, 1449, 10.1193/072015EQS116M Kohrangi, 2017, Conditional spectrum-based ground motion record selection using average spectral acceleration, Earthq Eng Struct Dyn, 46, 1667, 10.1002/eqe.2876 Tehrani, 2012, Effects of different record selection methods on the seismic response of bridges in South Western Brihish Colombia, J Earthquake Eng CSiBridge, 2018. Computers and Structures. Walnut Creek. CA. McKenna, F., et al., Open System for Earthquake Engineering Simulation (OpenSees), 2000. 2009. Priestley, M.J.N., G.M. Calvi, and M.J. Kowalsky, Displacement-based Seismic Design of Structures. 2007: IUSS Press. Mazzoni S, McKenna F, Scott MH, Fenves GL., OpenSees command language manual. 2006. 264. Mander, 1988, Theoretical stress-strain model for confined concrete, J Struct Eng, 114, 1804, 10.1061/(ASCE)0733-9445(1988)114:8(1804) Akbari, 2010, Adequacy of the seismic analysis methods for single-column-bent viaducts considering regularity and higher modes effects, J Vib Control, 16, 827, 10.1177/1077546309103422 Priestley, M.N., et al., Seismic design and retrofit of bridges. 1996: John Wiley & Sons. Berry, M., M. Parrish, and M. Eberhard, PEER structural performance database user's manual. PEER Structural Performance Database User's Manual, 2004. Henry, L. and S. Mahin, Study of buckling of longitudinal bars in reinforced concrete bridge columns. Report to the California Department of Transportation, 1999.