Technical Papers
Jul 29, 2021

Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models

Publication: Journal of Structural Engineering
Volume 147, Issue 10

Abstract

This paper presents a computationally efficient framework for the Bayesian identification of sparsely instrumented building structures that is amenable to rapid postearthquake condition assessment. Flexible-base Timoshenko beam models are employed within a Bayesian framework, which uses the extended Kalman filter (EKF) as a joint state-parameter-input estimation tool. Highly sparse and noisy measurements are utilized to identify the properties of the superstructure, the soil–foundation substructure, and the foundation input motion simultaneously under strong nonstationary shaking. The proposed framework is verified and its robustness is examined through synthetic problems featuring wide-ranging random initial errors. A validation study is also carried out on an instrumented building, namely, Caltech’s Millikan Library. The results show that the proposed framework is capable of estimating the unknown parameters of the soil-foundation-structure system together with the input excitation using as few as three measurement channels. Representing the superstructure by a model that offers an analytical solution to system dynamics and determining the analytical derivatives for EKF using direct differentiation has led to a computationally efficient and accurate tool that robustly identifies the system from a minimal set of measurements.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The first and second authors gratefully acknowledge financial support from Iran National Science Foundation (INSF) through Grant No. 97009072 and from Sharif University of Technology through Grant No. QA990102.

References

Abbas, B. A. H. 1984. “Vibrations of Timoshenko beams with elastically restrained ends.” J. Sound Vib. 97 (4): 541–548. https://doi.org/10.1016/0022-460X(84)90508-X.
Al-Hussein, A., and A. Haldar. 2015. “Novel unscented Kalman filter for health assessment of structural systems with unknown input.” J. Eng. Mech. 141 (7): 04015012. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000926.
Aristizabal-Ochoa, J. D. 2004. “Timoshenko beam-column with generalized end conditions and nonclassical modes of vibration of shear beams.” J. Eng. Mech. 130 (10): 1151–1159. https://doi.org/10.1061/(ASCE)0733-9399(2004)130:10(1151).
Astroza, R., H. Ebrahimian, and J. P. Conte. 2015. “Material parameter identification in distributed plasticity FE models of frame-type structures using nonlinear stochastic filtering.” J. Eng. Mech. 141 (5): 04014149. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000851.
Astroza, R., H. Ebrahimian, Y. Li, and J. P. Conte. 2017. “Bayesian nonlinear structural FE model and seismic input identification for damage assessment of civil structures.” Mech. Syst. Sig. Process. 93 (12): 661–687. https://doi.org/10.1016/j.ymssp.2017.01.040.
Bathe, K. 1996. Finite element procedures. Upper Saddle River, NJ: Prentice-Hall.
Blume, J. A. 1968. “Dynamic characteristics of multistory buildings.” J. Struct. Div. 94 (2): 377–402. https://doi.org/10.1061/JSDEAG.0001880.
Bradford, S. C., J. F. Clinton, J. Favela, and T. H. Heaton. 2004. “Results of Millikan Library forced vibration testing.” In Earthquake engineering research laboratory. Pasadena, CA: California Institute of Technology.
Brownjohn, J. M. W., A. de Stefano, Y. L. Xu, H. Wenzel, and A. E. Aktan. 2011. “Vibration-based monitoring of civil infrastructure: Challenges and successes.” J. Civ. Struct. Health Monit. 1 (3–4): 79–95. https://doi.org/10.1007/s13349-011-0009-5.
Castiglione, J., R. Astroza, S. Eftekhar Azam, and D. Linzell. 2020. “Auto-regressive model based input and parameter estimation for nonlinear finite element models.” Mech. Syst. Sig. Process. 143 (Sep): 106779. https://doi.org/10.1016/j.ymssp.2020.106779.
Chatzi, E. N., and A. W. Smyth. 2009. “The unscented Kalman filter and particle filter methods for nonlinear structural system identification with non-collocated heterogeneous sensing.” Struct. Control Health Monit. 16 (1): 99–123. https://doi.org/10.1002/stc.290.
Chatzi, E. N., A. W. Smyth, and S. F. Masri. 2010. “Experimental application of on-line parametric identification for nonlinear hysteretic systems with model uncertainty.” Struct. Saf. 32 (5): 326–337. https://doi.org/10.1016/j.strusafe.2010.03.008.
Chen, J., and R. J. Patton. 1999. Robust model-based fault diagnosis for dynamic systems. New York: Kluwer.
Cheng, M. H., and T. H. Heaton. 2015. “Simulating building motions using ratios of the building’s natural frequencies and a Timoshenko beam model.” Earthquake Spectra 31 (1): 403–420. https://doi.org/10.1193/011613EQS003M.
Ching, J., J. L. Beck, and K. A. Porter. 2006. “Bayesian state and parameter estimation of uncertain dynamical systems.” Probab. Eng. Mech. 21 (1): 81–96. https://doi.org/10.1016/j.probengmech.2005.08.003.
Chopra, A. K. 2012. Dynamics of structures: Theory and applications to earthquake engineering. 4th ed. Hoboken, NJ: Prentice Hall.
Clough, R. W., and J. Penzien. 1975. Dynamics of structures. New York: McGraw-Hill.
Corigliano, A., and S. Mariani. 2004. “Parameter identification in explicit structural dynamics: Performance of the extended Kalman filter.” Comput. Methods Appl. Mech. Eng. 193 (36–38): 3807–3835. https://doi.org/10.1016/j.cma.2004.02.003.
Der Kiureghian, A. 2005. “First- and second-order reliability methods.” In Engineering design reliability handbook. Boca Raton, FL: CRC Press.
Dertimanis, V. K., E. N. Chatzi, S. Eftekhar Azam, and C. Papadimitriou. 2019. “Input-state-parameter estimation of structural systems from limited output information.” Mech. Syst. Sig. Process. 126 (Jul): 711–746. https://doi.org/10.1016/j.ymssp.2019.02.040.
Doctor Arastoo, M., and M. Mahsuli. 2020. Modeling interdependent infrastructure systems using Bayesian network for emergency management. Tehran, Iran: Sharif Univ. of Technology.
Doebling, S. W., C. R. Farrar, and M. B. Prime. 1998. “A summary review of vibration-based damage identification methods.” Shock Vib. Dig. 30 (2): 91–105. https://doi.org/10.1177/058310249803000201.
Doebling, S. W. S., C. R. C. Farrar, M. B. M. Prime, and D. W. D. Shevitz. 1996. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review. Los Alamos, NM: Los Alamos National Laboratory.
Dym, C. L., and H. E. Williams. 2007. “Estimating fundamental frequencies of tall buildings.” J. Struct. Eng. 133 (10): 1479–1483. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:10(1479).
Ebrahimian, H., R. Astroza, and J. P. Conte. 2015. “Extended Kalman filter for material parameter estimation in nonlinear structural finite element models using direct differentiation method.” Earthquake Eng. Struct. Dyn. 44 (10): 1495–1522. https://doi.org/10.1002/eqe.2532.
Ebrahimian, H., R. Astroza, J. P. Conte, and C. Papadimitriou. 2018a. “Bayesian optimal estimation for output-only nonlinear system and damage identification of civil structures.” Struct. Control Health Monit. 25 (4): e2128. https://doi.org/10.1002/stc.2128.
Ebrahimian, H., S. F. Ghahari, D. Asimaki, and E. Taciroglu. 2018b. “A nonlinear model inversion to estimate dynamic soil stiffness of building structures.” In Geotechnical earthquake engineering and soil dynamics V: Numerical modeling and soil structure interaction, 293–299. Reston, VA: ASCE.
Ebrahimian, M., and M. I. Todorovska. 2014. “Wave propagation in a Timoshenko beam building model.” J. Eng. Mech. 140 (5): 04014018. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000720.
Eftekhar Azam, S., E. Chatzi, and C. Papadimitriou. 2015. “A dual Kalman filter approach for state estimation via output-only acceleration measurements.” Mech. Syst. Sig. Process. 60 (Aug): 866–886. https://doi.org/10.1016/j.ymssp.2015.02.001.
Eftekhar Azam, S., and S. Mariani. 2012. “Dual estimation of partially observed nonlinear structural systems: A particle filter approach.” In Mechanics research communications, 54–61. Pergamon, Turkey: Elsevier. https://doi.org/10.1016/j.mechrescom.2012.08.006.
Erazo, K., B. Moaveni, and S. Nagarajaiah. 2019. “Bayesian seismic strong-motion response and damage estimation with application to a full-scale seven story shear wall structure.” In Engineering structures, 146–160. Amsterdam, Netherlands: Elsevier.
Erazo, K., and S. Nagarajaiah. 2017. “An offline approach for output-only Bayesian identification of stochastic nonlinear systems using unscented Kalman filtering.” J. Sound Vib. 397 (Jun): 222–240. https://doi.org/10.1016/j.jsv.2017.03.001.
Fan, W., and P. Qiao. 2011. “Vibration-based damage identification methods: A review and comparative study.” Struct. Health Monit. Int. J. 10 (1): 83–111. https://doi.org/10.1177/1475921710365419.
Filippou, F., and G. Fenves. 2004. “Earthquake engineering: From engineering seismology to performance-based engineering.” In Methods of analysis for earthquake-resistant structures. Boca Raton, FL: CRC Press.
Foutch, D. A., and P. C. Jennings. 1978. “A study of the apparent change in the foundation response of a nine-story reinforced concrete building.” Bull. Seismol. Soc. Am. 68 (1): 219–229.
Friswell, M. I. 2007. “Damage identification using inverse methods.” Philos. Trans. R. Soc. London, Ser. A 365 (1851): 393–410. https://doi.org/10.1098/rsta.2006.1930.
Friswell, M. I., and J. E. Mottershead. 1995. “Finite element model updating in structural dynamics.” In Solid mechanics and its applications. Berlin: Springer.
Ghahari, S. F., F. Abazarsa, O. Avci, M. Çelebi, and E. Taciroglu. 2016. “Blind identification of the Millikan Library from earthquake data considering soil-structure interaction.” Struct. Control Health Monit. 23 (4): 684–706. https://doi.org/10.1002/stc.1803.
Ghahari, S. F., F. Abazarsa, M. A. Ghannad, and E. Taciroglu. 2013. “Response-only modal identification of structures using strong motion data.” Earthquake Eng. Struct. Dyn. 42 (8): 1221–1242. https://doi.org/10.1002/eqe.2268.
Ghahari, S. F., and E. Taciroglu. 2016. “Identification of dynamic foundation stiffness and input motions from strong motion data recorded at CSMIP instrumented buildings.” In Proc., SMIP16 Seminar on Utilization of Strong Motion Data. Sacramento, CA: California Strong Motion Instrumentation Program.
Gillijns, S., and B. De Moor. 2007a. “Unbiased minimum-variance input and state estimation for linear discrete-time systems.” Automatica 43 (1): 111–116. https://doi.org/10.1016/j.automatica.2006.08.002.
Gillijns, S., and B. De Moor. 2007b. “Unbiased minimum-variance input and state estimation for linear discrete-time systems with direct feedthrough.” Automatica 43 (5): 934–937. https://doi.org/10.1016/j.automatica.2006.11.016.
Goller, B., and G. I. Schuëller. 2011. “Investigation of model uncertainties in Bayesian structural model updating.” J. Sound Vib. 330 (25): 6122–6136. https://doi.org/10.1016/j.jsv.2011.07.036.
Han, S. M., H. Benaroya, and T. Wei. 1999. “Dynamics of transversely vibrating beams using four engineering theories.” J. Sound Vib. 225 (5): 935–988. https://doi.org/10.1006/jsvi.1999.2257.
Haykin, S. 2001. Kalman filtering and neural networks. Edited by S. Haykin. New York: Wiley.
Hemez, F. M., and S. W. Doebling. 2001. “Review and assessment of model updating for non-linear, transient dynamics.” Mech. Syst. Sig. Process. 15 (1): 45–74. https://doi.org/10.1006/mssp.2000.1351.
Hoshiya, M., and E. Saito. 1984. “Structural identification by extended Kalman filter.” J. Eng. Mech. 110 (12): 1757–1770. https://doi.org/10.1061/(ASCE)0733-9399(1984)110:12(1757).
Huang, H., J. N. Yang, and L. Zhou. 2010. “Adaptive quadratic sum-squares error with unknown inputs for damage identification of structures.” Struct. Control Health Monit. 17 (4): 404–426. https://doi.org/10.1002/stc.318.
Iwan, W. D. 1997. “Drift spectrum: Measure of demand for earthquake ground motions.” J. Struct. Eng. 123 (4): 397–404. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:4(397).
Jazwinski, A. H. 1970. Stochastic processes and filtering theory. New York: Dover Publications.
Jeen-Shang, L., and Z. Yigong. 1994. “Nonlinear structural identification using extended Kalman filter.” Comput. Struct. 52 (4): 757–764. https://doi.org/10.1016/0045-7949(94)90357-3.
Kalman, R. E. 1960. “A new approach to linear filtering and prediction problems.” J. Basic Eng. 82 (1): 35. https://doi.org/10.1115/1.3662552.
Kaya, Y., and E. Safak. 2015. “Real-time analysis and interpretation of continuous data from structural health monitoring (SHM) systems.” Bull. Earthquake Eng. 13 (3): 917–934. https://doi.org/10.1007/s10518-014-9642-9.
Koh, C. G., and L. M. See. 1994. “Identification and uncertainty estimation of structural parameters.” J. Eng. Mech. 120 (6): 1219–1236. https://doi.org/10.1061/(ASCE)0733-9399(1994)120:6(1219).
Kuang, J. S., and K. Huang. 2011. “Simplified multi-degree-of-freedom model for estimation of seismic response of regular wall-frame structures.” Struct. Des. Tall Spec. Build. 20 (3): 418–432. https://doi.org/10.1002/tal.538.
Lei, Y., C. Liu, and L. J. Liu. 2014. “Identification of multistory shear buildings under unknown earthquake excitation using partial output measurements: Numerical and experimental studies.” Struct. Control Health Monit. 21 (5): 774–783. https://doi.org/10.1002/stc.1600.
Lei, Y., D. Xia, K. Erazo, and S. Nagarajaiah. 2019. “A novel unscented Kalman filter for recursive state-input-system identification of nonlinear systems.” Mech. Syst. Sig. Process. 127 (Jul): 120–135. https://doi.org/10.1016/j.ymssp.2019.03.013.
Levinson, M., and D. W. Cooke. 1982. “On the two frequency spectra of Timoshenko beams.” J. Sound Vib. 84 (3): 319–326. https://doi.org/10.1016/0022-460X(82)90480-1.
Li, Y., Y. Luo, H. Wan, C. Yun, and Y. Shen. 2020. “Identification of earthquake ground motion based on limited acceleration measurements of structure using Kalman filtering technique.” Struct. Control Health Monit. 27 (1): e2464. https://doi.org/10.1002/stc.2464.
Loh, C.-H., and Y.-H. Tsaur. 1988. “Time domain estimation of structural parameters.” Eng. Struct. 10 (2): 95–105. https://doi.org/10.1016/0141-0296(88)90035-1.
Luco, J. E., M. D. Trifunac, and H. L. Wong. 1987. “On the apparent change in dynamic behavior of a nine-story reinforced concrete building.” Bull. Seismol. Soc. Am. 77 (6): 1961–1983.
Luco, J. E., M. D. Trifunac, and H. L. Wong. 1988. “Isolation of soil-structure interaction effects by full-scale forced vibration tests.” Earthquake Eng. Struct. Dyn. 16 (1): 1–21. https://doi.org/10.1002/eqe.4290160102.
Magnus, J. R., and H. Neudecker. 2019. Matrix differential calculus with applications in statistics and econometrics. Hoboken, NJ: Wiley.
Mahsuli, M., and M. A. Ghannad. 2009. “The effect of foundation embedment on inelastic response of structures.” Earthquake Eng. Struct. Dyn. 38 (4): 423–437. https://doi.org/10.1002/eqe.858.
Meiliang, W., and A. W. Smyth. 2007. “Application of the unscented Kalman filter for real-time nonlinear structural system identification.” Struct. Control Health Monit. 14 (7): 971–990. https://doi.org/10.1002/stc.186.
Minami, Y., S. Yoshitomi, and I. Takewaki. 2013. “System identification of super high-rise buildings using limited vibration data during the 2011 Tohoku (Japan) earthquake.” Struct. Control Health Monit. 20 (11): 1317–1338. https://doi.org/10.1002/stc.1537.
Miranda, E., and C. J. Reyes. 2002. “Approximate lateral drift demands in multistory buildings with nonuniform stiffness.” J. Struct. Eng. 128 (7): 840–849. https://doi.org/10.1061/(ASCE)0733-9445(2002)128:7(840).
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).
Naets, F., J. Croes, and W. Desmet. 2015. “An online coupled state/input/parameter estimation approach for structural dynamics.” In Computer methods in applied mechanics and engineering, 1167–1188. Amsterdam, Netherlands: Elsevier.
Omrani, R., R. E. Hudson, and E. Taciroglu. 2013. “Parametric identification of nondegrading hysteresis in a laterally and torsionally coupled building using an unscented Kalman filter.” J. Eng. Mech. 139 (4): 452–468. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000498.
Pan, S., H. Su, J. Chu, and H. Wang. 2010. “Applying a novel extended Kalman filter to missile-target interception with APN guidance law: A benchmark case study.” Control Eng. Pract. 18 (2): 159–167. https://doi.org/10.1016/j.conengprac.2009.09.010.
Rahmani, M., and M. I. Todorovska. 2013. “1D system identification of buildings during earthquakes by seismic interferometry with waveform inversion of impulse responses-method and application to Millikan library.” In Soil dynamics and earthquake engineering, 157–174. Amsterdam, Netherlands: Elsevier.
Safak, E. 2008. “Encyclopedia of structural health monitoring.” In System identification for soil-structure interaction. Hoboken, NJ: Wiley.
Şafak, E. 1989. “Adaptive modeling, identification, and control of dynamic structural systems. I: Theory.” J. Eng. Mech. 115 (11): 2386–2405. https://doi.org/10.1061/(ASCE)0733-9399(1989)115:11(2386).
Şafak, E. 1995. “Detection and identification of soil-structure interaction in buildings from vibration recordings.” J. Struct. Eng. 121 (5): 899–906. https://doi.org/10.1061/(ASCE)0733-9445(1995)121:5(899).
Sedehi, O., C. Papadimitriou, D. Teymouri, and L. S. Katafygiotis. 2019. “Sequential Bayesian estimation of state and input in dynamical systems using output-only measurements.” Mech. Syst. Sig. Process. 131 (5): 659–688. https://doi.org/10.1016/j.ymssp.2019.06.007.
Shahidi, S. G., and S. N. Pakzad. 2014. “Generalized response surface model updating using time domain data.” J. Struct. Eng. 140 (8): A4014001. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000915.
Shirzad-Ghaleroudkhani, N., M. Mahsuli, S. F. Ghahari, and E. Taciroglu. 2018. “Bayesian identification of soil-foundation stiffness of building structures.” Struct. Control Health Monit. 25 (3): e2090. https://doi.org/10.1002/stc.2090.
Simon, D. 2006. Optimal state estimation: Kalman, H∞, and nonlinear approaches. Optimal state estimation: Kalman, H infinity, and nonlinear approaches. Hoboken, NJ: Wiley.
Snieder, R., and E. Şafak. 2006. “Extracting the building response using seismic interferometry: Theory and application to the Millikan Library in Pasadena, California.” Bull. Seismol. Soc. Am. 96 (2): 586–598. https://doi.org/10.1785/0120050109.
Song, W. 2018. “Generalized minimum variance unbiased joint input-state estimation and its unscented scheme for dynamic systems with direct feedthrough.” Mech. Syst. Sig. Process. 99 (Jan): 886–920. https://doi.org/10.1016/j.ymssp.2017.06.032.
Stewart, J. P., and G. L. Fenves. 1998. “System identification for evaluating soil–structure interaction effects in buildings from strong motion recordings.” Earthquake Eng. Struct. Dyn. 27 (8): 869–885. https://doi.org/10.1002/(SICI)1096-9845(199808)27:8%3C869::AID-EQE762%3E3.0.CO;2-9.
Taciroglu, E., M. Çelebi, S. F. Ghahari, and F. Abazarsa. 2016. “An investigation of soil-structure interaction effects observed at the MIT green building.” Earthquake Spectra 32 (4): 2425–2448. https://doi.org/10.1193/072215EQS118M.
Taciroglu, E., and S. F. Ghahari. 2017. “Identification of soil-foundation dynamic stiffness from seismic response signals.” In ACI special publication, 113–128. Farmington Hills, MI: American Concrete Institute.
Taciroglu, E., S. F. Ghahari, and F. Abazarsa. 2017. “Efficient model updating of a multi-story frame and its foundation stiffness from earthquake records using a Timoshenko beam model.” In Soil dynamics and earthquake engineering, 25–35. Amsterdam, Netherlands: Elsevier.
Taghavi, S., and E. Miranda. 2005. “Approximate floor acceleration demands in multistory buildings. II: Applications.” J. Struct. Eng. 131 (2): 212–220. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:2(212).
Taher, S. A., J. Li, and H. Fang. 2020. “Earthquake input and state estimation for buildings using absolute floor accelerations.” In Earthquake engineering and structural dynamics. New York: Wiley.
Timoshenko, S. P. 1921. “On the correction for shear of the differential equation for transverse vibrations of prismatic bars.” J. Sci. 41 (245): 744–746. https://doi.org/10.1080/14786442108636264.
Todorovska, M. I. 2009. “Soil-structure system identification of Millikan Library North-South response during four earthquakes (1970–2002): What caused the observed wandering of the system frequencies?” Bull. Seismol. Soc. Am. 99 (2): 626–635. https://doi.org/10.1785/0120080333.
Todorovska, M. I., and M. T. Rahmani. 2013. “System identification of buildings by wave travel time analysis and layered shear beam models-Spatial resolution and accuracy.” Struct. Control Health Monit. 20 (5): 686–702. https://doi.org/10.1002/stc.1484.
UBC (Uniform Building Code). 1997. International conference of building offcials. Whittier, CA: International Conference of Building Officials.
Wolf, J. P., and A. J. Deeks. 2004. Foundation vibration analysis: A strength of materials approach. Amsterdam, Netherlands: Elsevier.
Wong, H. L., M. D. Trifunac, and J. E. Luco. 1988. “A comparison of soil-structure interaction calculations with results of full-scale forced vibration tests.” Soil Dyn. Earthquake Eng. 7 (1): 22–31. https://doi.org/10.1016/S0267-7261(88)80012-5.
Yang, J. N., S. Pan, and H. Huang. 2007. “An adaptive extended Kalman filter for structural damage identifications. II: Unknown inputs.” Struct. Control Health Monit. 14 (3): 497–521. https://doi.org/10.1002/stc.171.
Yuan, Z., P. Liang, T. Silva, K. Yu, and J. E. Mottershead. 2019. “Parameter selection for model updating with global sensitivity analysis.” Mech. Syst. Sig. Process. 115 (Jan): 483–496. https://doi.org/10.1016/j.ymssp.2018.05.048.
Yuen, K. V., and S. C. Kuok. 2016. “Online updating and uncertainty quantification using nonstationary output-only measurement.” Mech. Syst. Sig. Process. 66 (8): 62–77. https://doi.org/10.1016/j.ymssp.2015.05.019.
Zhao, Y., Z. Deng, and X. Zhang. 2020. “A robust stochastic model updating method with resampling processing.” Mech. Syst. Sig. Process. 136 (Feb): 106494. https://doi.org/10.1016/j.ymssp.2019.106494.

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Journal of Structural Engineering
Volume 147Issue 10October 2021

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Received: Aug 8, 2020
Accepted: Apr 8, 2021
Published online: Jul 29, 2021
Published in print: Oct 1, 2021
Discussion open until: Dec 29, 2021

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Parisa Rostami [email protected]
Ph.D. Candidate, Center for Infrastructure Sustainability and Resilience Research, Dept. of Civil Engineering, Sharif Univ. of Tech, Tehran 1458889694, Iran. Email: [email protected]
Associate Professor, Center for Infrastructure Sustainability and Resilience Research, Dept. of Civil Engineering, Sharif Univ. of Tech, Tehran 1458889694, Iran (corresponding author). ORCID: https://orcid.org/0000-0001-7192-0881. Email: [email protected]
S. Farid Ghahari [email protected]
Assistant Project Scientist, Dept. of Civil and Environment Engineering, Univ. of California, Los Angeles, CA 90095. Email: [email protected]
Ertugrul Taciroglu, M.ASCE [email protected]
Professor, Dept. of Civil and Environment Engineering, Univ. of California, Los Angeles, CA 90095. Email: [email protected]

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