Search Results - "Alamdari, M. Makki"

Transmissibility performance assessment for drive-by bridge inspection by Makki Alamdari, M., Chang, K.C., Kim, C.W., Kildashti, K., Kalhori, H.

“…•The feasibility assessment of drive-by bridge inspection is investigated.•A novel index to quantify the transmissibility performance is proposed.•An induced…”
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Drive-by-bridge inspection for damage identification in a cable-stayed bridge: Numerical investigations by Kildashti, K., Makki Alamdari, M., Kim, C.W., Gao, W., Samali, B.

“…•This paper extends the VBI framework to a large-scale bridge structure.•Validation of the technique is demonstrated both numerically and…”
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Shape optimization of piezoelectric energy harvesters of variable thickness by Calderon Hurtado, A., Peralta, P., Ruiz, R.O., Makki Alamdari, M., Atroshchenko, E.

“…Recently, a model of a piezoelectric energy harvester (PEH), based on bimorph Kirchhoff–Love plate of variable shape and constant thickness was developed and…”
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Infinite mixture models for operational modal analysis: An automated and principled approach by Cheema, P., Alamdari, M. Makki, Vio, G.A., Zhang, F.L., Kim, C.W.

“…The development of a fully automated system identifier without the need for human intervention, is a key step for real-time vibration-based Structural Health…”
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Unsupervised learning-based framework for indirect structural health monitoring using adversarial autoencoder by Calderon Hurtado, A., Kaur, K., Makki Alamdari, M., Atroshchenko, E., Chang, K.C., Kim, C.W.

“…This paper studies the problem of bridge health monitoring in an unsupervised manner utilizing only the measured responses from a vehicle passing over a…”
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A drive-by bridge inspection framework using non-parametric clusters over projected data manifolds by Cheema, P., Alamdari, M. Makki, Chang, K.C., Kim, C.W., Sugiyama, M.

“…Developing robust bridge health monitoring (BHM) frameworks based on the vehicle-mounted sensing, or so-called indirect structural health monitoring (SHM) or…”
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Damage Identification of a Concrete Arch Beam Based on Frequency Response Functions and Artificial Neural Networks by V.V. Nguyen, U. Dackermann, J. Li, M. Makki Alamdari, S. Mustapha, P. Runcie, L. Ye

“…This paper presents a vibration-based structural health monitoring (SHM) technique for the identification of damage in a concrete arch beam replica section of…”
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Vibration behaviour of steel-timber composite floors, part (1): Experimental & numerical investigation by A. Chiniforush, A., Makki Alamdari, M., Dackermann, U., Valipour, H.R., Akbarnezhad, A.

“…This paper is the first part of a comprehensive experimental and numerical study on the vibration behaviour of innovative steel-timber composite (STC) floors…”
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Pattern Recognition Based on Time Series Analysis Using Vibration Data for Structural Health Monitoring in Civil Structures by S. Mustapha, Y. Hu, K. Nguyen, M. Makki Alamdari, U. Dackermann, V.V. Nguyen, J. Li, L.Ye

“…A statistical pattern recognition technique was developed based on the time series analysis to detect cracking in steel reinforced concrete structures using…”
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An evolutionary vehicle scanning method for bridges based on time series segmentation and change point detection by Alamdari, M. Makki

“…In this paper, the problem of bridge health monitoring is formulated as an unsupervised semantic segmentation where the aim is to identify the onset of…”
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On the use of matrix profiles and optimal transport theory for multivariate time series anomaly detection within structural health monitoring by Cheema, P., Alamdari, M. Makki, Vio, G., Azizi, L., Luo, S.

“…In order for a practical application of structural health monitoring to be considered successful, not only is the detection of anomalies important but so is…”
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A data-driven methodology for bridge indirect health monitoring using unsupervised computer vision by Hurtado, A. Calderon, Alamdari, M. Makki, Atroshchenko, E., Chang, K.C., Kim, C.W.

“…In recent years, researchers have extensively explored the application of drive-by inspection technology for bridge damage assessment. This approach involves…”
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Computational simulation of eccentrically loaded reinforced concrete walls formed with modular thin-walled permanent formwork system by Kildashti, Kamyar, Samali, Bijan, Malik, Adnan, Alamdari, M. Makki

“…Stay-in-place formwork (SIPF) systems represent a conventional formwork-free, corrosion-resistant substitute for construction of new reinforced concrete walls…”
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