Sherif Beskhyroun
Cited by
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New methodology for the application of vibration‐based damage detection techniques
S Beskhyroun, LD Wegner, BF Sparling
Structural Control and Health Monitoring 19 (8), 632-649, 2012
Graphical interface toolbox for modal analysis
S Beskhyroun
Ninth Pacific conference on earthquake engineering, 2011
Wavelet‐based technique for structural damage detection
S Beskhyroun, T Oshima, S Mikami
Structural Control and Health Monitoring 17 (5), 473-494, 2010
Operational modal analysis of an eleven-span concrete bridge subjected to weak ambient excitations
GW Chen, P Omenzetter, S Beskhyroun
Engineering Structures 151, 839-860, 2017
Measurements of tsunami-borne debris impact on structures using an embedded accelerometer
S Shafiei, BW Melville, AY Shamseldin, S Beskhyroun, KN Adams
Journal of Hydraulic Research 54 (4), 435-449, 2016
Structural damage identification algorithm based on changes in power spectral density
S Beskhyroun, T Oshima, S Mikami, Y Tsubota
Journal of applied mechanics 8, 73-84, 2005
Wavelet packet based damage detection in beam-like structures without baseline modal parameters
S Mikami, S Beskhyroun, T Oshima
Structure and Infrastructure Engineering 7 (3), 211-227, 2011
Forced and ambient vibration testing of full scale bridges
P Omenzetter, S Beskhyroun, F Shabbir, GW Chen, X Chen, S Wang, ...
Earthq. Comm. Res. Found, 2013-2014, 2013
Low-cost accelerometers for experimental modal analysis
S Beskhyroun, TMQ Ma
15th World Conference on Earthquake Engineering, 2012
Dynamic behaviour of a 13-story reinforced concrete building under ambient vibration, forced vibration, and earthquake excitation
S Beskhyroun, N Navabian, L Wotherspoon, Q Ma
Journal of Building Engineering 28, 101066, 2020
Calibration of the finite element model of a twelve-span prestressed concrete bridge using ambient vibration data
X Chen, P Omenzetter, S Beskhyroun
Proceedings of the 7th European Workshop on Structural Health Monitoring, 2014
Experimental investigation into amplitude-dependent modal properties of an eleven-span motorway bridge
GW Chen, S Beskhyroun, P Omenzetter
Engineering Structures 107, 80-100, 2016
Damage detection and localization on structural connections using vibration-based damage identification methods
S Beskhyroun, T Oshima, S Mikami, T Yamazaki
Journal of applied mechanics 6, 1055-1064, 2003
Modal systems identification of an eleven-span concrete motorway off-ramp bridge using various excitations
GW Chen, P Omenzetter, S Beskhyroun
Engineering structures 229, 111604, 2021
Experimental investigation of tsunami-borne debris impact force on structures: Factors affecting impulse-momentum formula
S Shafiei, BW Melville, AY Shamseldin, KN Adams, S Beskhyroun
Ocean Engineering 127, 158-169, 2016
Nondestructive damage detection scheme for steel bridges
S Beskhyroun, S Mikami, T Oshima
Journal of applied mechanics 9, 63-74, 2006
Dynamic field testing of a three-span precast-concrete bridge
LS Hogan, L Wotherspoon, S Beskhyroun, J Ingham
Journal of Bridge Engineering 21 (12), 06016007, 2016
Assessment of vibration-based damage identification techniques using localized excitation source
S Beskhyroun, T Oshima, S Mikami, Y Miyamori
Journal of civil structural health monitoring 3, 207-223, 2013
Development of wireless smart sensor network for vibration-based structural health monitoring of civil structures
N Navabian, S Beskhyroun, J Matulich
Structure and Infrastructure Engineering 18 (3), 345-361, 2022
A numerical analysis of structural damage detection using changes in the curvature of power spectral density
ベスキロウンシェリフ, 大島俊之, 三上修一, 山崎智之
構造工学論文集 A 51, 965-976, 2005
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