Tony Yang

Dr. Tony Yang

Department of Civil Engineering, The University of British Columbia, Vancouver, BC, Canada

Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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24 October 2021 in Archives of Computational Methods in Engineering
Verified
Journal Article
Closed access
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Vahidreza GharehbaghiVahidreza Gharehbaghi
Vahidreza Gharehbaghi
Ehsan Noroozinejad FarsangiEhsan Noroozinejad Farsangi
Ehsan Noroozinejad Farsangi
Mohammad NooriMohammad Noori
Mohammad Noori
Tony YangTony Yang
Tony Yang
Shaofan LiShaofan Li
Shaofan Li
Seyedali MirjaliliSeyedali Mirjalili
Seyedali Mirjalili

16 March 2020 in Computer-Aided Civil and Infrastructure Engineering
Verified
Journal Article
Open access
PDF file
XPXiao Pan
Xiao Pan
Tony YangTony Yang
Tony Yang
Reinforced concrete (RC) buildings are commonly used around the world. With recent earthquakes worldwide, rapid structural damage inspection and repair cost evaluation are crucial for building owners and policy makers to make informed risk management decisions. To improve the efficiency of such inspection, advanced computer vision techniques based on convolutional neural networks have been adopted in recent research to rapidly quantify the damage state (DS) of structures. In this article, an advanced object detection neural network, named YOLOv2, is implemented, which achieves 98.2% and 84.5% average precision in training and testing, respectively. The proposed YOLOv2 is used in combination with the classification neural network, which improves the identification accuracy for critical DS of RC structures by 7.5%. The improved classification procedures allow engineers to rapidly and more accurately quantify the DSs of the structure, and also localize the critical damage features. The identified DS can then be integrated with the state‐of‐the‐art performance evaluation framework to quantify the financial losses of critical RC buildings. The results can be used by the building owners and decision makers to make informed risk management decisions immediately after the strong earthquake shaking. Hence, resources can be allocated rapidly to improve the resiliency of the community.

6 July 2021 in Earthquake Engineering & Structural Dynamics
Verified
Journal Article
Closed access
PDF file
RHRichard S. Henry
Richard S. Henry
YZYing Zhou
Ying Zhou
YLYiqiu Lu
Yiqiu Lu
GRGeoffrey W. Rodgers
Geoffrey W. Rodgers
AGAnqi Gu
Anqi Gu
Tony YangTony Yang
Tony Yang

1 December 2021 in Computer-Aided Civil and Infrastructure Engineering
Verified
Journal Article
Open access
PDF file
XPXiao Pan
Xiao Pan
Tony YangTony Yang
Tony Yang
Structural bolts are critical components used in different structural elements, such as beam-column connections and friction damping devices. The clamping force in structural bolts is highly influenced by the bolt rotation. Much of the existing vision-based research about bolt rotation estimation relies on traditional computer vision algorithms such as Hough transform to assess static images of bolts. This requires careful image preprocessing, and it may not perform well in the situation of complicated bolt assemblies, or in the presence of surrounding objects and background noise, thus hindering their real-world applications. In this study, an integrated real-time detect-track method, namely, RTDT-bolt, is proposed to monitor the bolt rotation angle. First, a real-time convolutional-neural-networks-based object detector, named YOLOv3-tiny, is established and trained to localize structural bolts. Then, the target-free object tracking algorithm based on optical flow is implemented to continuously monitor and quantify the rotation of structural bolts. In order to enhance the tracking performance against background noise and potential illumination changes during tracking, the YOLOv3-tiny is integrated with the optical flow tracking algorithm to re-detect the bolts when the tracking gets lost. Extensive parameter studies were conducted to identify optimal tracking performance and examine the potential limitations. The results indicate that the RTDT-bolt method can greatly enhance the tracking performance of bolt rotation, which can achieve over 90% accuracy using the recommended range for the parameters.

16 December 2022 in International Journal of Disaster Risk Reduction
Verified
Journal Article
Closed access
YHYaser Hosseini
Yaser Hosseini
RMReza Karami Mohammadi
Reza Karami Mohammadi
Tony YangTony Yang
Tony Yang

1 December 2014 in Journal of Performance of Constructed Facilities
Verified
Journal Article
Closed access
Tony YangTony Yang
Tony Yang
YLYuanjie Li
Yuanjie Li
SLSutat Leelataviwat
Sutat Leelataviwat
A buckling restrained knee braced truss moment frame (BRKBTMF) is a novel steel structural system that combines steel trusses with buckling-restrained braces (BRBs) to form an alternative seismic force–resisting system. The combination of the steel trusses and the BRBs allows the BRKBTMF to have a large interior opening without the need to provide ductile detailing for the steel trusses. This makes the design very efficient and economical. More importantly, through the use of BRBs as the designated energy-dissipation devices, the damage is controlled within the BRBs, which can be replaced easily after the earthquake. This will drastically reduce the structural damage, repair cost, and repair time, which makes this structure more efficient and resilient toward future earthquakes. In this study, a modification of the performance-based plastic design (PBPD) procedure was derived to design the member sizes of the BRKBTMF. A parameter study was conducted by varying the inclination of BRBs to optimize t...