بایبوردی ش، مجتهدی ع، "توسعه یک روش کارآمد عیب یابی سازه ای در سکوهای فراساحلی شابلونی با استفاده از الگوریتم فراابتکاری اجتماع ذرات"، نشریه مهندسی عمران و محیط زیست دانشگاه تبریز، 1395، 46 (4)، 37-49.
روشن روان آ، تاری نژاد ر، دامادی پور م، محجوب ح، "شناسایی مودال سد بتنی قوسی با استفاده از روش ترکیبی تجزیه دامنه فرکانس و تبدیل موجک"، نشریه مهندسی عمران و محیط زیست دانشگاه تبریز، 1395، 46 (3)، 17-29.
Al-Defae AH, Caucis K, Knappett JA, “Aftershocks and the whole-life seismic performance of granular slopes”, Geotechnique, 2013, 63 (14), 1230-1244.
https://doi.org/10.1680/geot.12.P.149
Altunisik AC, Kalkan EFYFY, Ozgan K, Karahasan OS, Bostanci A, “Non-destructive modal parameter identification of historical timber bridges using ambient vibration tests after restoration”, Measurement, 2019, 146, 411-424.
https://doi.org/10.1016/j.measurement.2019.06.051
American society for testing and materials, “Annual book of ASTM standards”, 1999, 4, 04.08, west Conshohoken Pa.
Bartilson DT Jang J, Smyth AW, “Symmetry properties of natural frequency and mode shape sensitivities in symmetric structures”, Mechanical Systems and Signal Processing, 2020, 143, 106797.
https://doi.org/10.1016/j.ymssp.2020.106797
Brøns M, Thomsen JJ, “Experimental testing of Timoshenko predictions of supercritical natural frequencies and mode shapes for free-free beams”, Journal of Sound and Vibration, 2019, 459, 114856.
https://doi.org/10.1016/j.jsv.2019.114856
Capatti MC, Dezi F, Carbonari S, Gara F, “Full-scale experimental assessment of the dynamic horizontal behavior of micropiles in alluvial silty soils”, Soil Dynamics and Earthquake Engineering, 2018, 113, 58-74.
https://doi.org/10.1016/j.soildyn.2018.05.029
Capatti MC, Dezi F, Carbonari S, Gara F, “Dynamic performance of a full-scale micropile group: Relevance of nonlinear behaviour of the soil adjacent to micropiles”, Soil Dynamics and Earthquake Engineering, 2020, 128, 105858.
https://doi.org/10.1016/j.soildyn.2019.105858
Chellapandi P, Chetal SC, Raj B, “Numerical simulation of fluid-structure interaction dynamics under seismic loadings between main and safety vessels in a sodium fast reactor”, Nuclear Engineering and Design, 2012, 253, 125-141.
Cubrinovski M, Ishihara K, “Maximum and Minimum Void Ratio Characteristics of Sands”, Soils and Foundations, 2002, 42 (6), 65-78.
Cubrinovski M, Ishihara K, “Empirical Correlation between SPT N-Value and Relative Density for Sandy Soils”, Soils and Foundations, 1999, 39 (5), 61-71. https://doi.org/10.3208/sandf.39.5_61
Dahak M, Touat N, Benseddiq N, “On the classification of normalized natural frequencies for damage detection in cantilever beam”, Journal of Sound and Vibration, 2017, 402, 70-84.
Elshamy M, Crosby WA, Elhadary M, “Crack detection of cantilever beam by natural frequency tracking using experimental and finite element analysis”, Alexandria Engineering Journal, 2018.
https://doi.org/10.1016/j.aej.2018.10.002
Fei H, Danhui D, Zichen D, “A dynamic stiffness-based modal analysis method for a double-beam system with elastic supports”, Mechanical Systems and Signal Processing, 2021, 146, 106978.
Hente C, Gebhardt CG, Pache D, Rolfes R, “On the modal analysis of nonlinear beam and shell structures with singular mass and stiffness matrices”, Thin-Walled Structures, 2019, 144, 106310.
https://doi.org/10.1016/j.tws.2019.106310
Hu T, Ding X, Shen L, Zhang H, “Improved adaptive growth method of stiffeners for three-dimensional box structures with respect to natural frequencies”, Computers and Structures, 2020, 239, 106330.
https://doi.org/10.1016/j.compstruc.2020.106330
Iai S, “Similitude for shaking table tests on soil-structure-fluid model in 1 g gravitational field”, Soil Found, 1989, 29 (1), 105-118.
Kramer SL, “Geotechnical earthquake engineering”, 1996, New Jersey: Prentice-Hall. ISBN-10:
0133749436
Leng J, Peterman KD, Bian G, Buonopane SG, Schafer BW, “Modeling seismic response of a full-scale cold-formed steel-framed Building”, Engineering Structures, 2017, 153, 146-165.
Niu Z, “Two-step structural damage detection method for shear frame structures using FRF and Neumann series expansion”, Mechanical Systems and Signal Processing, 2021, 149, 107185.
Payan M, Khoshghalb A, Senetakis K, Khalili N, “Effect of particle shape and validity of Gmax models for sand: A critical review and a new expression”, Computers and Geotechnics, 2016, 72, 28-41.
Sharifi A, Sharifipour M, Rizvandy A, “Laboratory investigation into the effect of particle sizes on shear wave parameters using bender elements test results”, Geotechnical Testing Journal, 202, 43 (5), 1216-1232. https://doi.org/10.1520/GTJ20180240
Shravan HG, Rudesh RM, “Effect of Notch. Depth & Location on Modal Natural Frequency of Cantilever Beams”, 2016.
Sun W, Wang Z, Yan X, Zhu M, “Inverse identification of the frequency-dependent mechanical parameters of viscoelastic materials based on the measured FRFs”, Mechanical Systems and Signal Processing, 2018, 98, 816-833.
Tomasiello S, “A Simplified Quadrature Element Method to compute the natural frequencies of multispan beams and frame structures”, Mechanics Research Communications, 2011, 38, 300-304.
Ueno K, “Methods for preparation of sand samples”, Proceedings of 1998 international conference of centrifuge, 1998, 98, 1047-56.
Wood DM, “Geotechnical modeling. [Version 2.2]”, London: Taylor & Francis Group, 2004.
Zhang K, Yan Y, “Multi-cracks identification method for cantilever beam structure with variable cross-sections based on measured natural frequency changes”, Journal of Sound and Vibration, 2017, 387, 53-65.
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