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Review on the new development of vibration-based damage identification for civil engineering structures: 2010–2019
Structural damage identification has received considerable attention during the past
decades. Although several reviews have been presented, some new developments have …
decades. Although several reviews have been presented, some new developments have …
Structural health monitoring in composite structures: A comprehensive review
This study presents a comprehensive review of the history of research and development of
different damage-detection methods in the realm of composite structures. Different fields of …
different damage-detection methods in the realm of composite structures. Different fields of …
A novel damage identification method based on short time Fourier transform and a new efficient index
Structural failure can be corrected and restored with the preliminary review of the status of
the structures, and thus prevent the spread of corruption and collapse of structures. Among …
the structures, and thus prevent the spread of corruption and collapse of structures. Among …
A decision‐tree‐based algorithm for identifying the extent of structural damage in braced‐frame buildings
M Salkhordeh, M Mirtaheri… - Structural Control and …, 2021 - Wiley Online Library
Rapid health assessment of essential buildings such as hospitals, fire stations, and large
residential complexes is crucial after damaging earthquakes. The use of advanced …
residential complexes is crucial after damaging earthquakes. The use of advanced …
Rapid evaluation of structural soundness of steel frames using a coupling coefficient (CC)‐based method
SD Shen, M Kurata - Earthquake Engineering & Structural …, 2023 - Wiley Online Library
A method is proposed for evaluating the post‐earthquake condition of steel frame structures
based on the coupling coefficient (CC). The CC is an index that reflects the internal force …
based on the coupling coefficient (CC). The CC is an index that reflects the internal force …
Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation
J Iyama, CC Ou, S Yamada, K Chiba… - Bulletin of Earthquake …, 2023 - Springer
Large-span steel structures have been widely adopted in stadiums, airports, factories, and
train stations because they provide a large space for multi-functional use. To ensure …
train stations because they provide a large space for multi-functional use. To ensure …
A boosted deep learning-based approach for near real-time response estimation of structures under ground motion excitations
This article presents an improved Convolutional Neural Network (CNN)-based approach to
predict the vibration response of structures under seismic events without installing sensors …
predict the vibration response of structures under seismic events without installing sensors …
Damage evaluation of column bases in steel moment-resisting frames based on fishbone model and Bayesian model updating
J He, X Li, X Yu - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
This paper presents a method of evaluating seismic damage of column bases in steel
moment-resisting frames based on fishbone model and hierarchical Bayesian updating …
moment-resisting frames based on fishbone model and hierarchical Bayesian updating …
Evaluating maximum inter-story drift ratios of building structures using time-varying models and Bayesian filters
This paper presents a method for evaluating the maximum inter-story drift ratios (IDR) of
building structures using a time-varying model and Bayesian filters. During earthquakes …
building structures using a time-varying model and Bayesian filters. During earthquakes …
Estimating earthquake-induced displacement responses of building structures using time-varying model and limited acceleration data
This paper presents a time-varying model-based method for estimating earthquake-induced
displacement responses of building structures using limited acceleration data. First, a time …
displacement responses of building structures using limited acceleration data. First, a time …