On the reduction of the number of required motions in the dynamic analysis using a refined spectral matching |
Harati, Mojtaba
(Department of Civil and Environmental Engineering, Colorado State University)
Mashayekhi, Mohammadreza (Faculty of Civil Engineering, K.N. Toosi University of Technology) Mohammadnezhad, Hamid (Faculty of Civil, Water and Environmental Engineering, Shahid Beheshti University) Jaberi, Hanieh (School of Railway Engineering, Iran University of Science and Technology) Estekanchi, Homayoon E. (Department of Civil Engineering, Sharif University of Technology) |
1 | Ghaemian, M., Noorzad, A. and Mohammadnezhad, H. (2019), "Assessment of foundation mass and earthquake input mechanism effect on dam-reservoir-foundation system response", Int. J. Civil Eng., 17(4), 473-480. https://doi.org/10.1007/s40999-018-0325-9. DOI |
2 | Bommer, J.J. and Acevedo, A.B. (2004), "The use of real earthquake accelerograms as input to dynamic analysis", J. Earthq. Eng., 8(sup001), 43-91. https://doi.org/10.1080/13632460409350521. DOI |
3 | Boore, D. (1983), "Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra", Bull. Seismol. Soc. Amer., 73(6), 1865-1894. |
4 | Carballo-ArBvalo, J.E. (2000), Probabilistic Seismic Demand Analysis Spectrum Matching and Design, Ph.D. Dissertation, Stanford University, California. |
5 | Hancock, J., Watson-Lamprey, J., Abrahamson, N.A., Bommer, J.J., Markatis, A., McCOYH, E. and Mendis, R. (2006), "An improved method of matching response spectra of recorded earthquake ground motion using wavelets", J. Earthq. Eng., 10(sup001), 67-89. https://doi.org/10.1080/13632460609350629. DOI |
6 | Harati, M., Mashayekhi, M., Ashoori Barmchi, M., Estekanchi, H.E. (2019), "Influence of ground motion duration on the structural response at multiple seismic intensity levels", J. Numer. Meth. Civil Eng., 3(4), 10-23. https://doi.org/10.29252/nmce.3.4.10. DOI |
7 | Iervolino, I. and Cornell, C.A. (2005), "Record selection for nonlinear seismic analysis of structures", Earthq. Spectra, 21(3), 685-713. https://doi.org/10.1193/1.1990199. DOI |
8 | Iervolino, I., De Luca, F. and Cosenza, E. (2010), "Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms", Eng. Struct., 32(9), 2776-2792. https://doi.org/10.1016/j.engstruct.2010.04.047. DOI |
9 | Lilhanand, K., Tseng, W.S. (1988), "Development and application of realistic earthquake time histories compatible with multiple-damping design spectra", Proceeding of Ninth World Conference on Earthquake Engineering, Tokyo-Kyoto, August. |
10 | Daubechies, I. (1992), Ten Lectures on Wavelets, Society for Industrial and Applied Mathematics, Monpelier, Vermont. |
11 | Jayaram, N., Lin, T. and Baker, J.W. (2011), "A Computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance", Earthq. Spectra, 27(3), 797-815. https://doi.org/10.1193/1.3608002. DOI |
12 | Galasso, C., Zhong, P., Zareian, F., Iervolino, I. and Graves R.W. (2013), "Validation of ground-motion simulations for historical events using MDOF systems", Earthq. Eng. Struct. Dyn., 42(9), 1395-1412. https://doi.org/10.1002/eqe.2278. DOI |
13 | Mohebbi, M. and Bakhshinezhad, S. (2021), "Multiple performance criteria-based risk assessment for structures equipped with MR dampers", Earthq. Struct., 20(5), 495-512. https://doi.org/ 10.12989/eas.2021.20.5.495. DOI |
14 | SEISMOSOFT Inc. (2018), https://seismosoft.com/SeismoStruct |
15 | Watson-Lamprey, J.A. and Abrahamson, N.A. (2006), "Bias caused by use of spectrum compatible motions", 100th Anniversary Earthquake Conference Commemorating the 1906 San Francisco Earthquake, San Francisco, U.S.A., April. |
16 | Shahbazian, A. and Pezeshk, S. (2010), "Improved velocity and displacement time histories in frequency domain spectral-matching procedures", Bull. Seismol. Soc. Amer., 100(6), 3213-3223. https://doi.org/10.1785/0120090163. DOI |
17 | Shahryari, H., Karami, M.R. and Chiniforush, A.A. (2019), "Summarized IDA curves by the wavelet transform and bees optimization algorithm", Earthq. Struct., 16(2), 165-175. https://doi.org/10.12989/eas.2019.16.2.165. DOI |
18 | Xu, B., Wang, X., Pang, R. and Zhou, Y. (2018), "Influence of strong motion duration on the seismic performance of high CFRDs based on elastoplastic analysis", Soil Dyn. Earthq. Eng., 114(6), 438-447. https://doi.org/10.1016/j.soildyn.2018.08.004. DOI |
19 | Yaghmaei-Sabegh, S. (2021), "Evaluation of pulse effect on frequency content of ground motions and definition of a new characteristic period", Earthq. Struct., 20(4), 457-471. https://doi.org/ 10.12989/eas.2021.20.4.457. DOI |
20 | Saragoni, G.R. and Hart, G.C. (1973), "Simulation of artificial earthquakes", Earthq. Eng. Struct. Dyn., 2(3), 249-267. https://doi.org/10.1002/eqe.4290020305. DOI |
21 | Mashayekhi, M., Harati, M., Ashoori Barmchi, M., Estekanchi, H.E. (2019b), "Introducing a response-based duration metric and its correlation with structural damages", Bull. Earthq. Eng., 17, 5987-6008. https://doi.org/10.1007/s10518-019-00716-y. DOI |
22 | Bravo-Haro, M.A. and Elghazouli, A.Y. (2018), "Influence of earthquake duration on the response of steel moment frames", Soil Dyn. Earthq. Eng., 115(July), 634-651. https://doi.org/10.1016/j.soildyn.2018.08.027. DOI |
23 | Lancieri, M., Bazzurro, P. and Scotti, O. (2018), "Spectral matching in time domain: A seismological and engineering analysis", Bull. Seismol. Soc. Amer., 108(4), 1972-1994. https://doi.org/10.1785/0120170396. DOI |
24 | Li, Y., Song, R., Van De Lindt, J.W. (2014), "Collapse fragility of steel structures subjected to earthquake mainshock- collapse fragility of steel structures subjected to earthquake mainshock-aftershock sequences", J. Struct. Eng., 140(12), 1-12. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001019. DOI |
25 | Martinelli, P., Filippou, F.C. (2009), "Simulation of the shaking table test of a seven-storey shear wall building", Earthq. Eng. Struct. Dyn., 38(5), 587-607. https://doi.org/10.1002/eqe.897. DOI |
26 | Mashayekhi, M., Mirfarhadi, S., Estekanchi, H.E. and Vafai, H. (2018b), "Predicting probabilistic distribution functions of response parameters using the endurance time method", Struct. Des. Tall Spec. Build., 28(1), e1553. https://doi.org/10.1002/tal.1553. DOI |
27 | Mashayekhi, M., Harati, M., Ashoori Barmchi, M., Estekanchi, H.E. (2019a), "Estimating the duration effects in structural responses by a new energy-cycle based parameter", 8th International Conference on Seismology & Earthquake Engineering (SEE8), Tehran, May. |
28 | Suarez, L.E. and Montejo, L.A. (2003), "Generacion de registros artificiales compatibles con un espectro de respuesta mediante la transformada wavelet", II Congreso Nacional de Ingenieria Sismica, Medellin, Colombia (in Spanish), 1-24. |
29 | Mashayekhi, M., Estekanchi, H.E., Vafai, H. and Mirfarhadi, S.A. (2018a), "Development of hysteretic energy compatible endurance time excitations and its application", Eng. Struct., 177(December), 753-769. https://doi.org/10.1016/j.engstruct.2018.09.089. DOI |
30 | Mashayekhi, M., Estekanchi, H.E. and Vafai, H. (2019c), "Simulation of Endurance Time excitations via wavelet transform", Iran. J. Sci. Technol. - Transact. Civil Eng., 43, 429-443. https://doi.org/10.1007/s40996-018-0208-y. DOI |
31 | Alexander, N.A., Chanerley, A.A., Crewe, A.J. and Bhattacharya, S. (2014), "Obtaining spectrum matching time series using a reweighted volterra series algorithm (RVSA)", Bull. Seismol. Soc. Amer., 104(4), 1663-1673. https://doi.org/10.1785/0120130198. DOI |
32 | Kaul, M.K. (1978), "Spectrum-consistent time-history generation", J. Eng. Mech. Di., 104(4), 781-788. DOI |
33 | Latifi, R. and Hadzima-Nyarko, M. (2021), "A comparison of structural analyses procedures for earthquake-resistant design of buildings", Earthq. Struct., 20(5), 531-542. https://doi.org/10.12989/eas.2021.20.5.531. DOI |
34 | Leger, P. and Leclerc, M. (1996), "Evaluation of earthquake ground motions to predict cracking response of gravity dams", Eng. Struct., 18(3), 227-239. https://doi.org/10.1016/0141-0296(95)00146-8. DOI |
35 | Mohsenian, V., Filizadeh, R., Ozdemir, Z. and Hajirasouliha, I. (2020), "Seismic performance evaluation of deficient steel moment-resisting frames retrofitted by vertical link elements", Struct., 26(August), 724-736. https://doi.org/10.1016/j.istruc.2020.04.043. DOI |
36 | MATHWORKS Inc. (2018), https://www.mathworks.com/. |
37 | Abrahamson, N.A. (1992), "Non-stationary spectral matching", Seismol. Res. Lett, 63(1), 30-30. https://www.researchgate.net/publication/281349196_Nonstationary_spectral_matching. |
38 | Adekristi, A. and Eatherton, M.R. (2016), "Time-domain spectral matching of earthquake ground motions using broyden updating", J. Earthq. Eng., 20(5), 679-698. https://doi.org/10.1080/13632469.2015.1104753. DOI |
39 | ASCE/SEI 41 (2017), Seismic Evaluation and Retrofit of Existing Buildings, American Society of Civil Engineers, Reston, VA, U.S.A. |
40 | Mohammadnezhad, H., Zafarani, H. and Ghaemian, M. (2019), "Domain reduction method for seismic analysis of dam-foundation-fault system", Scientia Iranica, 26(1), 145-156. https://doi.org/10.24200/sci.2018.20696. DOI |
41 | Naeim, F. and Lew, M. (1995), "On the use of design spectrum compatible time histories", Earthq. Spectra, 11(1), 111-127. https://doi.org/10.1193/1.1585805. DOI |
42 | Naseri, F. and Bagherzadeh Khalkhali, A. (2018), "Evaluation of seismic performance of concrete gravity dams under soil-structure-reservoir interaction exposed to vertical component of near-field earthquakes during impounding case study: pine flat dam", J. Civil Eng. Mater. Appl., 2(4), 181-191. https://doi.org/10.xxxxx/J.JCEMA.12020404. DOI |
43 | Rizzo, P., Shaw, D. and Jarecki, S. (1975), "Development of real/synthetic time histories to match smooth design spectra", Nuclear Eng. Des., 32(1), 148-155. DOI |
44 | Sarokolayi, L.K., Neya, B.N. and Amiri, J.V. (2015), "Structure-Earthquake Nonlinear dynamic analysis of concrete gravity dams considering rotational component of ground motion", Int. J. Civil Eng., 13(1), 16-29. https://doi.org/10.22068/IJCE.13.1.16. DOI |
45 | Boore, D. (1999), "Effect of baseline corrections on response spectra for two recordings of the 1999 Chi-Chi, Taiwan, earthquake", Report 99-545, Earthquake Science Center, U.S. Geological Survey, Chichi, Taiwan. https://doi.org/10.3133/ofr99545. DOI |
46 | Atik, L.A. and Abrahamson, N. (2010), "An improved method for nonstationary spectral matching", Earthq. Spectra, 26(3), 601-617. https://doi.org/10.1193/1.3459159. DOI |
47 | Atkinson, G.M. and Silva, W. (2000), "Stochastic modeling of California ground motions", Bull. Seismol. Soc. Amer., 90(2), 255-274. https://doi.org/10.1785/0119990064. DOI |
48 | Hancock, J. and Bommer, J.J. (2007), "Using spectral matched records to explore the influence of strong-motion duration on inelastic structural response", Soil Dyn. Earthq. Eng., 27(4), 291-299. https://doi.org/10.1016/j.soildyn.2006.09.004. DOI |
49 | Mashayekhi, M., Harati, M., Darzi, A., Estekanchi, H.E. (2020), "Incorporation of strong motion duration in incremental-based seismic assessments", Eng. Struct., 223(November), 1-23. https://doi.org/ 10.1016/j.engstruct.2020.111144. DOI |
50 | Bazzurro, P. and Luco, N. (2006), "Do scaled and spectrum-matched near-source records produce biased nonlinear structural responses?", 8th U.S. National Conference on Earthquake Engineering, San Francisco, September. |
51 | Boore, D. (2003), "Simulation of ground motion using the stochastic method", Pure Appl. Geophy., 160, 635-676. https://doi.org/10.1007/PL00012553. DOI |
52 | Preumont, A. (1984), "The generation of spectrum compatible accelerograms for the design of nuclear power plants", Earthq. Eng. Struct. Dyn., 12(4), 481-497. https://doi.org/10.1002/eqe.4290120405. DOI |
53 | FEMA (2009), Quantification of building seismic performance factors, Federal Emergency Management Agency; Applied Technology Council and United States, US Department of Homeland Security, U.S.A. |
54 | Mirzaee, A., Estekanchi, H.E. and Vafai, A. (2012), "Improved methodology for endurance time analysis: From time to seismic hazard return period", Scientia Iranica, 19(5), 1180-1187. https://doi.org/10.1016/j.scient.2012.06.023. DOI |
55 | Mohammadnezhad, H., Ghaemian, M. and Noorzad, A. (2019), "Seismic analysis of dam-foundation-reservoir system including the effects of foundation mass and radiation damping", Earthq. Eng. Eng. Vib., 18(1), 203-218. https://doi.org/10.1007/s11803-019-0499-4. DOI |
56 | SEISMOSOFT Inc. (2016), https://seismosoft.com/SeismoMatch |
57 | Silva, W.J. and Lee, K. (1987), State-of-the-Art for Assessing Earthquake Hazards in the United States, Report No. 24: WES RASCAL Code for Synthesizing Earthquake Ground Motions; Woodward-Clyde Consultants, Walnut Creek, Ca, U.S.A. |
58 | Suarez, L.E. and Montejo, L.A. (2005), "Generation of artificial earthquakes via the wavelet transform", Int. J. Solids Structures, 42(21-22), 5905-5919. https://doi.org/10.1016/j.ijsolstr.2005.03.025. DOI |
59 | Marquardt, D. (1963), "An algorithm for least-squares estimation of nonlinear parameters", J. Soc. Ind. Appl. Mathem., 11(2), 431-441. https://doi.org/10.1137/0111030. DOI |
60 | Levenberg, K. (1994), "A method for the solution of certain problems in least squares", Quarter. Appl. Mathem., 2(2), 164-168. https://doi.org/10.1090/qam/10666. DOI |
61 | Sotoudeh, P., Ghaemian, M. and Mohammadnezhad, H. (2019), "Seismic analysis of reservoir-gravity dam-massed layered foundation system due to vertically propagating earthquake", Soil Dyn. Earthq. Eng., 116(January), 174-184. https://doi.org/10.1016/j.soildyn.2018.09.041. DOI |
62 | Leger, P. and Tremblay, R. (2009), "Earthquake ground motions for seismic damage assessment and re-evaluation of existing buildings", NATO Sci. Peace Security Series C: Environ. Security, https://doi.org/10.1007/978-90-481-2386-5_8. DOI |
63 | USACE (1995), Seismic design provisions for roller compacted concrete dams. Report No. EP-1110-2-12, United States Army Corps of Engineers; Washington, D.C., U.S.A. |
64 | Bhasker, R. and Menon, A. (2020), "Torsional irregularity indices for the seismic demand assessment of RC moment resisting frame buildings", Struct., 26(August), 888-900. https://doi.org/10.1016/j.istruc.2020.05.018. DOI |
65 | Nakhaeim M. and Mohraz, B. (2010), "Damage-based spectral matching", Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, July. |
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