Manh-Hung Tran

Dr. Manh-Hung Tran


Research Focus & Metrics

Academic Career Length

3Years (2024-Present)

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

Representative Publications

View All Publications
6 May 2025 in Structures
Verified
Journal Article
Closed access
THThanh-Canh Huynh
Thanh-Canh Huynh
NDNgoc-Loi Dang
Ngoc-Loi Dang
TNTran-Minh-Quan Nguyen
Tran-Minh-Quan Nguyen
VBVan-Sy Bach
Van-Sy Bach
MTManh-Hung Tran
Manh-Hung Tran
Duc-Duy HoDuc-Duy Ho
Duc-Duy Ho

2 September 2025 in Structures
Verified
Journal Article
Closed access
MTManh-Hung Tran
Manh-Hung Tran
VBVan-Sy Bach
Van-Sy Bach
TLTran-Huu-Tin Luu
Tran-Huu-Tin Luu
CNChi-Khai Nguyen
Chi-Khai Nguyen
HCHong-Huan Chiem
Hong-Huan Chiem
Duc-Duy HoDuc-Duy Ho
Duc-Duy Ho

3 June 2024 in Buildings
Verified
Journal Article
Open access
PDF file
Duc-Duy HoDuc-Duy Ho
Duc-Duy Ho
JKJeong-Tae Kim
Jeong-Tae Kim
NHNhat-Duc Hoang
Nhat-Duc Hoang
MTManh-Hung Tran
Manh-Hung Tran
APAnanta Man Singh Pradhan
Ananta Man Singh Pradhan
THThanh-Canh Huynh
Thanh-Canh Huynh
Structural damage in the steel bridge anchorage, if not diagnosed early, could pose a severe risk of structural collapse. Previous studies have mainly focused on diagnosing prestress loss as a specific type of damage. This study is among the first for the automated identification of multiple types of anchorage damage, including strand damage and bearing plate damage, using deep learning combined with the EMA (electromechanical admittance) technique. The proposed approach employs the 1D CNN (one-dimensional convolutional neural network) algorithm to autonomously learn optimal features from the raw EMA data without complex transformations. The proposed approach is validated using the raw EMA response of a steel bridge anchorage specimen, which contains substantial nonlinearities in damage characteristics. A K-fold cross-validation approach is used to secure a rigorous performance evaluation and generalization across different scenarios. The method demonstrates superior performance compared to established 1D CNN models in assessing multiple damage types in the anchorage specimen, offering a potential alternative paradigm for data-driven damage identification in steel bridge anchorages.

16 May 2025 in International Journal of Civil Engineering
Verified
Journal Article
Closed access
PDF file
THTuan Minh Ha
Tuan Minh Ha
NDNgoc-Thuy-Vy Dang
Ngoc-Thuy-Vy Dang
MTManh-Hung Tran
Manh-Hung Tran
Duc-Duy HoDuc-Duy Ho
Duc-Duy Ho

22 August 2025 in International Journal of Structural Stability and Dynamics
Verified
Journal Article
Closed access
Thanh-Cao LeThanh-Cao Le
Thanh-Cao Le
Duc-Duy HoDuc-Duy Ho
Duc-Duy Ho
TLTran-Huu-Tin Luu
Tran-Huu-Tin Luu
MTManh-Hung Tran
Manh-Hung Tran

Verified
Journal Article
Open access
PDF file
MTManh-Hung Tran
Manh-Hung Tran
NHNhat-Duc Hoang
Nhat-Duc Hoang
JKJeong-Tae Kim
Jeong-Tae Kim
HLHoang-Khanh Le
Hoang-Khanh Le
NDNgoc-Loi Dang
Ngoc-Loi Dang
THThanh-Canh Huynh
Thanh-Canh Huynh
This study develops a structural stability monitoring method for an implant structure (i.e., a single-tooth dental implant) through deep learning of local vibrational modes. Firstly, the local vibrations of the implant structure are identified from the conductance spectrum, achieved by driving the structure using a piezoelectric transducer within a pre-defined high-frequency band. Secondly, deep learning models based on a convolutional neural network (CNN) are designed to process the obtained conductance data of local vibrational modes. Thirdly, the CNN models are trained to autonomously extract optimal vibration features for structural stability assessment of the implant structure. We employ a validated predictive 3D numerical modeling approach to demonstrate the feasibility of the proposed approach. The proposed method achieved promising results for predicting material loss surrounding the implant, with the best CNN model demonstrating training and testing errors of 3.7% and 4.0%, respectively. The implementation of deep learning allows optimal feature extraction in a lower frequency band, facilitating the use of low-cost active sensing devices. This research introduces a novel approach for assessing the implant’s stability, offering promise for developing future radiation-free stability assessment tools.