| Ahmed, Waqas Hafiz |
Response variations of a cable-stayed bridge under SVEGM |
66-74 |
| Cheng, Ruiqi |
Track irregularity and mechanical characteristics analysis of CRTS I ballastless track under subgrade frost heaving |
123-130 |
| Cho, Soojin |
Image-driven Bridge Inspection Framework using Deep Learning and Image Registration |
269-272 |
| Choi, Byeongseong |
Developing Time-Variant Filter for Meso-Scale Surface Temperature Prediction |
59-65 |
| Choi, Young Jin |
Implementation of image-based inspection technology for bridges |
265-266 |
| Cong, Chen |
Seismic Analysis of Connection Joint of Earthquake Resilient Coupled Shear Wall to Floor Slab |
115-122 |
| Du, Guangli |
Visual inspection on balcony damages in Copenhagen |
364-371 |
| Faber, Michael Havbro |
Towards a New Paradigm for Governance and Management of the Built Environment |
10-17 |
| Farooq, Shah Zaib |
Heat-dependent electrical characteristics of CNT-based hybrid cementitious composites: Literature review |
237-242 |
| Georgakis, Christos T. |
Chirajara Bridge Collapse |
18-32 |
| Gil, Heungbae |
Hazard Mitigation Measures for a Cable-stayed Bridge |
330-337 |
| Grüske-Weißenbach, Nils |
Design validation via Infrastructure Health Monitoring of the Circular bridge project |
358-363 |
| Hu, Qi |
FEM-MBS Scheme for Ride Comfort Analysis of Vehicle-Bridge Interaction |
131-138 |
| Jang, Seung Yup |
Detection of Corrosion of Post-tensioned Tendons Using Replaceable Reference Electrodes Plugged into Surface-mounted Sockets |
353-357 |
| Ju, Heekun |
Estimation of Equipment Fragility Curve of Nonlinear Nuclear Power Plant Structures |
143-144 |
| Khan, Rashid Ahmed |
Condition Assessment of an Aging PSC Bridge in Karachi |
161-166 |
| Kim, Minkyu |
Unsupervised Deep Neural Network for Near-real-time Damage Identification of Structures Subject to Earthquake Excitations |
51-58 |
| Kim, Se-Jin |
Probabilistic Evaluation of Vehicle Stability under Strong Winds on Bridges |
139-142 |
| Kim, Sunjoong |
Data-driven modeling of modal parameters of long-span bridges under environmental and operational variation |
170-173 |
| Kim, Young-Min |
System Development for Performance Evaluation Suitable for Small and Medium Sized Aging Bridges |
167-169 |
| Komori, Seita |
Development of Thermoelectric Energy Harvester using the Temperature Gradient between Air and Bridge Materials |
90-97 |
| Kwon, Ohjun |
Monitoring of Cylindrical Rod Tension Force under Varying Temperature using Acoustoelastic Effect |
98-105 |
| Lee, Junhwa |
Camera Motion-Induced Error Compensation for Computer Vision- Based Displacement Measurement |
267-268 |
| Lei, Jun-Qing |
Study on Prevention and Safety Countermeasures of Bridge Risk Accidents |
251-256 |
| Li, Ming |
Aerodynamic Optimization for the Flutter Performance of the Yang-Si- Gang Yangtze River Bridge with a Double-Deck Truss Girder |
153-160 |
| Li, Yaohan |
Life-cycle probabilistic loss and resilience quantification of civil infrastructure under extreme events |
346-352 |
| Lim, Jae-Yeong |
Short-Term Forecasting of the Occurrence Time of Strong Wind Speed during a Typhoon based on LSTM for Sea-Crossing Bridge Operation |
230-236 |
| Liu, Chuanping |
Practice and research of structural health monitoring in high speed railway station |
75-81 |
| Liu, Xiaoguang |
Research on Key Technology of Operation and Maintenance Management of Long Span Railway Steel Bridge Based on BIM |
222-229 |
| Liu, Xiaoguang |
Study of a railway steel bridge train load model based on measured data |
42-50 |
| Minoretti, Arianna |
Submarine impact on a submerged floating tube bridge |
198-204 |
| Miyachi, Kazuhiro |
Structural characteristics and ultimate strength of branched tied-arch bridge with hanger ropes |
273-280 |
| Mori, Junki |
Inverse Estimation of Influence Line Using Regular Traffic Vehicles for Bridge Weigh-in-Motion |
281-288 |
| Mun, Changuk |
Probabilistic Modeling and Inference for Structures under Sequence of Hazardous Events Using Matrix-based Bayesian Network |
338-345 |
| Narita, Hiromichi |
Experimental Investigation of Temperature-dependent Behavior of a Rubber Material for Base-Isolated Bridges under Multi-axial Loadings |
289-296 |
| Neteler, Thomas |
Non-Destructive Testing Methods for Cables of Cable Supported Structures – Practical Experiences |
372-379 |
| Neves, A.C. |
A combined model-free Artificial Neural Network-based method with clustering for novelty detection: The case study of the KW51 railway bridge |
181-189 |
| Ota, Koharu |
Analysis of the Influence of Thermal Environment on Structural Parameters for Bridge Health Monitoring |
82-89 |
| Pozzi, Matteo |
A Journey of Exploration through Infrastructure Systems: from Value of Information to Information Avoidance |
2-9 |
| Pucci, Alessandro |
Risk management for bridges: a case study of unforeseen failure mode |
205-213 |
| Resende, André |
Monitoring solutions for large movable scaffolding systems |
190-197 |
| Rui, Gan |
Seismic Response Law of Suspension Bridge-track System of High- Speed Railway |
145-150 |
| Samec, Vanja |
Towards a Holistic Bridge BIM Solution |
174-180 |
| Son, Younki |
Development of Composite Non-Destructive Testing Equipment for External Tendon of PSC Bridge |
151-152 |
| Urrego-Giraldo, Héctor |
How powerful are the models? |
243-250 |
| Wang, Chunsheng |
Acoustic emission monitoring of bridge cable wires crack propagation |
106-114 |
| Wang, Chunsheng |
Digital Simulation and Evaluation of Cold Reinforcement using UHPFRC for Distortion-induced Fatigue in Steel Bridges |
305-312 |
| Wang, Shichao |
Optimization inspection method for concrete girder bridges using vision‐based deep learning and images acquired by unmanned aerial vehicles |
257-264 |
| Wencong, Li |
Flexural Behavior of Composite Beam with I-Shaped Cross-Section Shear Connector |
297-304 |
| Xu, Yang |
Machine Learning-based Structural Health Monitoring and Condition Assessment for Long-span Bridges |
33-41 |
| Yip, Sammy |
Bataan-Cavite Interlink Bridge – Preliminary Design of the crossing |
214-221 |
| Zhang, Jingwen |
Formation mechanism, detection and evaluation of weathering patina on weathering steel bridges |
313-321 |
| Zhuang, Dongli |
A Risk Assessment Approach Based on Chain-Model during Bridge Construction |
322-329 |
