Automated operational modal analysis and ambient noise deconvolution interferometry for the full structural identification of historic towers: A case study of the Sciri Tower in Perugia, Italy
Tài liệu tham khảo
Gentile, 2008, Output-only modal identification of a reinforced concrete bridge from radar-based measurements, NDT & E Int, 41, 544, 10.1016/j.ndteint.2008.04.005
Fan, 2011, Vibration-based damage identification methods: a review and comparative study, Struct Health Monitor, 10, 83, 10.1177/1475921710365419
Reynders, 2012, System identification methods for (operational) modal analysis: review and comparison, Arch Comput Methods Eng, 19, 51, 10.1007/s11831-012-9069-x
Carden, 2004, Vibration based condition monitoring: a review, Struct Health Monitor, 3, 355, 10.1177/1475921704047500
Au, 2013, Bayesian operational modal analysis: theory, computation, practice, Comput Struct, 126, 3, 10.1016/j.compstruc.2012.12.015
Masciotta, 2017, The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: a case study in Portugal, J Cultural Heritage, 27, 36, 10.1016/j.culher.2017.04.003
Kong, 2018, Sensing distortion-induced fatigue cracks in steel bridges with capacitive skin sensor arrays, Smart Mater Struct, 27, 10.1088/1361-665X/aadbfb
Azzara, 2018, The influence of environmental parameters on the dynamic behaviour of the San Frediano bell tower in Lucca, Eng Struct, 156, 175, 10.1016/j.engstruct.2017.10.045
Mesquita, 2018, Long-term monitoring of a damaged historic structure using a wireless sensor network, Eng Struct, 161, 108, 10.1016/j.engstruct.2018.02.013
Pachón, 2018, E. Torroja’s bridge: Tailored experimental setup for SHM of a historical bridge with a reduced number of sensors, Eng Struct, 162, 11, 10.1016/j.engstruct.2018.02.035
Ivorra, 2019, Bell’s dynamic interaction on a reinforced concrete bell tower, Eng Struct, 183, 965, 10.1016/j.engstruct.2019.01.071
Gentile, 2019, Vibration-based assessment of the tensile force in the tie-rods of the milan cathedral, Int J Arch Heritage, 1
Soo Lon Wah, 2018, Separating damage from environmental effects affecting civil structures for near real-time damage detection, Struct Health Monitor, 17, 850, 10.1177/1475921717722060
Ubertini, 2018, Comanducci, Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM, Bull Earthq Eng, 16, 775, 10.1007/s10518-017-0222-7
Şafak, 1999, Wave-propagation formulation of seismic response of multistory buildings, J Struct Eng, 125, 426, 10.1061/(ASCE)0733-9445(1999)125:4(426)
Todorovska, 2001, Wave propagation in a seven-story reinforced concrete building: I. Theoretical models, Soil Dynam Earthq Eng, 21, 211, 10.1016/S0267-7261(01)00003-3
Snieder, 2006, Extracting the building response using seismic interferometry: Theory and application to the Millikan Library in Pasadena, California, Bull Seismolog Soc Am, 96, 586, 10.1785/0120050109
Trifunac, 2003, Wave propagation in a seven-story reinforced concrete building: III. Damage detection via changes in wavenumbers, Soil Dynam Earthq Eng, 23, 65, 10.1016/S0267-7261(02)00093-3
Kohler, 2007, Propagating waves in the steel, moment-frame factor building recorded during earthquakes, Bull Seismol Soc Am, 97, 1334, 10.1785/0120060148
Todorovska, 2013, System identification of buildings by wave travel time analysis and layered shear beam models–Spatial resolution and accuracy, Struct Control Health Monitor, 20, 686, 10.1002/stc.1484
Ivanovic, 2001, On identification of damage in structures via wave travel times, 447
Todorovska, 2008, Earthquake damage detection in the Imperial County Services Building III: analysis of wave travel times via impulse response functions, Soil Dynam Earthq Eng, 28, 387, 10.1016/j.soildyn.2007.07.001
Rahmani, 2015, Time-wave velocity analysis for early earthquake damage detection in buildings: Application to a damaged full-scale RC building, Earthq Eng Struct Dynam, 44, 619, 10.1002/eqe.2539
Ebrahimian, 2014, Nonparametric estimation of wave dispersion in high-rise buildings by seismic interferometry, Earthq Eng Struct Dynam, 43, 2361, 10.1002/eqe.2453
Todorovska, 2009, Seismic interferometry of a soil-structure interaction model with coupled horizontal and rocking response, Bull Seismol Soc Am, 99, 611, 10.1785/0120080191
Todorovska, 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, 626, 10.1785/0120080333
Rahmani, 2015, Wave dispersion in high-rise buildings due to soil–structure interaction, Earthq Eng Struct Dynam, 44, 317, 10.1002/eqe.2454
Ebrahimian, 2013, Wave propagation in a Timoshenko beam building model, J Eng Mech, 140, 04014018, 10.1061/(ASCE)EM.1943-7889.0000720
Todorovska, 2008, Impulse response analysis of the Van Nuys 7-storey hotel during 11 earthquakes and earthquake damage detection, Struct Control Health Monitor: Offi J Int Assoc Struct Control Monitor Eur Assoc Control Struct, 15, 90, 10.1002/stc.208
Rahmani, 2013, 1D system identification of buildings during earthquakes by seismic interferometry with waveform inversion of impulse responses–method and application to Millikan library, Soil Dynam Earthq Eng, 47, 157, 10.1016/j.soildyn.2012.09.014
Ebrahimian, 2015, Structural system identification of buildings by a wave method based on a nonuniform Timoshenko beam model, J Eng Mech, 141, 04015022, 10.1061/(ASCE)EM.1943-7889.0000933
García-Macías, 2019, Seismic interferometry for earthquake-induced damage identification in historic masonry towers, Mech Syst Signal Process, 132, 380, 10.1016/j.ymssp.2019.06.037
Prieto, 2010, Impulse response of civil structures from ambient noise analysis, Bull Seismol Soc Am, 100, 2322, 10.1785/0120090285
Nakata, 2013, Monitoring a building using deconvolution interferometry. II: Ambient-vibration analysis, Bull Seismol Soc Am, 104, 204, 10.1785/0120130050
Bindi, 2015, Seismic response of an 8-story RC-building from ambient vibration analysis, Bull Earthq Eng, 13, 2095, 10.1007/s10518-014-9713-y
Lacanna, 2019, Full structural dynamic response from ambient vibration of Giotto’s bell tower in Firenze (Italy), using modal analysis and seismic interferometry, NDT & E Int, 102, 9, 10.1016/j.ndteint.2018.11.002
García-Macías, 2019, Synergistic application of operational modal analysis and ambient noise deconvolution interferometry for structural and damage identification in historic masonry structures: three case studies of Italian architectural heritage, Struct Health Monitor
Magalhães, 2011, Explaining operational modal analysis with data from an arch bridge, Mech Syst Signal Process, 25, 1431, 10.1016/j.ymssp.2010.08.001
Ubertini, 2013, Automated modal identification in operational conditions and its application to bridges, Eng Struct, 46, 264, 10.1016/j.engstruct.2012.07.031
El-Kafafy M, Devriendt C, De Sitter G, De Troyer T, Guillaume P. Damping estimation of offshore wind turbines using state-of-the art operational modal analysis techniques. In: International conference on Noise and Vibration Engineering, Leuven, Belgiuml 2012.
El-Kafafy M, Guillaume , Peeters B, Marra , Coppotelli G. Advanced frequency-domain modal analysis for dealing with measurement noise and parameter uncertainty. In: Topics in modal analysis I, vol. 5, Springer, 2012b, p. 179–99.
Ubertini, 2017, Environmental effects on natural frequencies of the San Pietro bell tower in Perugia, Italy, and their removal for structural performance assessment, Mech Syst Signal Process, 82, 307, 10.1016/j.ymssp.2016.05.025
Snieder, 2009, A comparison of strategies for seismic interferometry, Surv Geophys, 30, 503, 10.1007/s10712-009-9069-z
Hubert, 2018, Minimum covariance determinant and extensions, Wiley Interdiscipl Rev: Comput Stat, 10, 10.1002/wics.1421
Park CB, Miller RD, Xia J. Imaging dispersion curves of surface waves on multi-channel record. In: SEG Technical Program Expanded Abstracts 1998, Society of Exploration Geophysicists, 1998, p. 1377–80.
Cornou, 2006, Derivation of structural models from ambient vibration array recordings: results from an international blind test, ESG
Cowper, 1966, The shear coefficient in Timoshenko’s beam theory, J Appl Mech, 33, 335, 10.1115/1.3625046