مقالات بحثية تمّ التفويض بإتاحتها للجميع - Sami F. Masriمزيد من المعلومات
عدد المقالات البحثية غير المتاحة للجميع في أي موقع: 14
A review on computational intelligence for identification of nonlinear dynamical systems
G Quaranta, W Lacarbonara, SF Masri
Nonlinear Dynamics 99 (2), 1709-1761, 2020
التفويضات: Government of Italy
Structural damage detection method based on the complete ensemble empirical mode decomposition with adaptive noise: A model steel truss bridge case study
AA Mousavi, C Zhang, SF Masri, G Gholipour
Structural Health Monitoring 21 (3), 887-912, 2022
التفويضات: National Natural Science Foundation of China
Inexpensive multimodal sensor fusion system for autonomous data acquisition of road surface conditions
YL Chen, MR Jahanshahi, P Manjunatha, WP Gan, M Abdelbarr, SF Masri, ...
IEEE Sensors Journal 16 (21), 7731-7743, 2016
التفويضات: US Department of Transportation
Damage detection and localization of a steel truss bridge model subjected to impact and white noise excitations using empirical wavelet transform neural network approach
AA Mousavi, C Zhang, SF Masri, G Gholipour
Measurement 185, 110060, 2021
التفويضات: National Natural Science Foundation of China
Data‐based model‐free hysteretic restoring force and mass identification for dynamic systems
B Xu, J He, SF Masri
Computer‐Aided Civil and Infrastructure Engineering 30 (1), 2-18, 2015
التفويضات: National Natural Science Foundation of China
Data-based nonlinear identification and constitutive modeling of hysteresis in NiTiNOL and steel strands
PT Brewick, SF Masri, B Carboni, W Lacarbonara
Journal of Engineering Mechanics 142 (12), 04016107, 2016
التفويضات: Government of Italy
Nonlinear data‐driven computational models for response prediction and change detection
A Derkevorkian, M Hernandez‐Garcia, HB Yun, SF Masri, P Li
Structural Control and Health Monitoring 22 (2), 273-288, 2015
التفويضات: National Natural Science Foundation of China
Damage detection and characterization of a scaled model steel truss bridge using combined complete ensemble empirical mode decomposition with adaptive noise and multiple signal …
AA Mousavi, C Zhang, SF Masri, G Gholipour
Structural Health Monitoring 21 (4), 1833-1848, 2022
التفويضات: National Natural Science Foundation of China
Probabilistic approach to NASA Langley research center multidisciplinary uncertainty quantification challenge problem
R Ghanem, I Yadegaran, C Thimmisetty, V Keshavarzzadeh, S Masri, ...
Journal of Aerospace Information Systems 12 (1), 170-188, 2015
التفويضات: US Department of Energy
A semi-active impact damper for multi-modal vibration control under earthquake excitations
Z Lu, M Zhou, J Zhang, Z Huang, SF Masri
Mechanical Systems and Signal Processing 210, 111182, 2024
التفويضات: National Natural Science Foundation of China
A Two-Stage Local Positioning Method With Misalignment Calibration for Robotic Structural Monitoring of Buildings
R Wang, Z Xiong, YL Chen, P Manjunatha, SF Masri
Journal of Dynamic Systems, Measurement, and Control 141 (6), 061014, 2019
التفويضات: National Natural Science Foundation of China
Reliability assessment and electromagnetic controller for semi-active impact damper in structural vibration control
Z Lu, J Zhang, M Zhou, H Zhang, SF Masri, J Du
Journal of Vibration and Control, 10775463241255760, 2024
التفويضات: National Natural Science Foundation of China
Fusing state-space and data-driven strategies for computational shock response prediction
PT Brewick, M Abdelbarr, A Derkevorkian, AR Kolaini, SF Masri, JS Pei
AIAA Journal 56 (6), 2308-2321, 2018
التفويضات: US National Aeronautics and Space Administration
A Comparative Study of Mode Decomposition to Relate Next-ERA, PCA, and ICA Modes
A Al-Rumaithi, HB Yun, SF Masri
Model Validation and Uncertainty Quantification, Volume 3: Proceedings of …, 2015
التفويضات: US National Aeronautics and Space Administration
عدد المقالات البحثية المتاحة للجميع في موقع ما: 18
Particle impact dampers: Past, present, and future
Z Lu, Z Wang, SF Masri, X Lu
Structural Control and Health Monitoring 25 (1), e2058, 2018
التفويضات: National Natural Science Foundation of China
Structural damage localization and quantification based on a CEEMDAN Hilbert transform neural network approach: a model steel truss bridge case study
AA Mousavi, C Zhang, SF Masri, G Gholipour
Sensors 20 (5), 1271, 2020
التفويضات: National Natural Science Foundation of China
An experimental study of vibration control of wind-excited high-rise buildings using particle tuned mass dampers
Z Lu, D Wang, SF Masri, X Lu
Smart Struct. Syst 18 (1), 93-115, 2016
التفويضات: National Natural Science Foundation of China
Discrete element method simulation and experimental validation of particle damper system
Z Lu, X Lu, H Jiang, S F. Masri
Engineering Computations 31 (4), 810-823, 2014
التفويضات: National Natural Science Foundation of China
Structural health monitoring of steel frames using a network of self-powered strain and acceleration sensors: A numerical study
H Hasni, P Jiao, AH Alavi, N Lajnef, SF Masri
Automation in Construction 85, 344-357, 2018
التفويضات: US Department of Transportation
An empirical time‐domain trend line‐based bridge signal decomposing algorithm using Savitzky–Golay filter
H Kordestani, C Zhang, SF Masri, M Shadabfar
Structural control and health monitoring 28 (7), e2750, 2021
التفويضات: National Natural Science Foundation of China
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