| Abualghethe, Dhyaa A. H. |
Numerical Analysis of Top-Down Construction Method of High-Rise Buildings and its Effects on Substructures with their Corresponding Heights |
902-911 |
| Achillopoulou, Dimitra V. |
Resilience Quantification Based on Monitoring & Prediction Data Using Artificial Intelligence (AI) |
1715-1722 |
| Aksil, Salem |
Influence of Uniform Thermal Cycles in Reducing Rail Stresses Induced by Creep and Shrinkage Built over Time in Concrete Railway Bridges |
863-871 |
| Al-Sabah, Salam |
Advances in and Benefits of Rapid Steel Connections |
742-749 |
| Alhaddad, Wael |
Modeling and Optimization for The Tensile Properties of 3D-Printed FRP using Artificial Neural Network and Artificial Bee Colony Algorithm |
1119-1128 |
| Alsomiri, Mujahed |
Investigation on the Flexural Behavior of Reinforced UHPC T-Beams with Different Tensile Strain-Hardening Properties of Base Materials |
240-248 |
| Amaranath, Bharath Kumar |
Design Consideration Including Construction Stage Analysis for the Cable Stayed Bridge (FB01-Marina Bridge) in Port City Colombo Project, Sri Lanka |
2024-2032 |
| Arandjelovic, Bojan |
Implementation of OVM Prestressing System in Southeast European Infrastructure Projects |
2078 |
| Bakhoum, Mourad M. |
Planning, Design and Construction Aspects of Rod El Farag Cable-Stayed Bridge over River Nile, Cairo, Egypt |
2077 |
| Bhobe, Atul |
Planning, Design and Construction of Cable Stayed Bridge on river Zuari in the State of Goa, India |
2074 |
| Bing, Shangguan |
Trial Design of a New Type of Large-Span Double-Limb Prestressed Concrete Box Girder Bridge with Corrugated Steel Webs |
165-172 |
| Boecker, Caio Nogaroli |
Lifting and Rehabilitation of 5 Highway Overpasses in Brazil |
1659-1667 |
| Borjigin, Sudanna |
Numerical Examination in Bridge Responses due to Fracture of Truss Member in a Steel Truss Bridge under Vehicle Loadings |
1442-1448 |
| Briseghella, Bruno |
Experimental Study on Tension Mechanisms of UHPC Link Slab |
600-606 |
| Buddee, Samard |
Seismic Performance Evaluation of an Existing Vertical Irregularity Reinforced Concrete Building using Nonlinear Time-history Analysis |
1387-1395 |
| C. Roy, Dr. B. |
Track Transition on Bridges or Switch-Over Ramps: Rail Based Urban Transport |
513-521 |
| Cai, Haochu |
In-Situ Test and Simulation of the Web-Self-Supporting Construction for the Composite Bridge with Corrugated Steel Webs |
956-963 |
| Caixia, Fan |
Characteristics and Research Progress of Frost Heaving and Frost Pulling of Pile-soil System |
1941-1949 |
| Chen, Hui |
Fatigue Crack Propagation Characteristics of the Deck to Longitudinal Rib Weld in Orthotropic Steel Bridge Deck |
1991-1999 |
| Chen, Kejian |
The Overall Design and Application of M280 Cable System of the Mingyuexia Yangtze River Bridge of Chongqing Donghuan Railway |
2083-2084 |
| Chen, Neyu |
Aerodynamic Parameter Identification and Flutter Performance Prediction of Closed Box Girder Based on Machine Learning |
1161-1170 |
| Chen, Xiaohu |
Effect of Seismic Isolation Bearings on the Potential Pounding between Adjacent Girders for Long-Length Girder Bridge Systems |
1791-1798 |
| Chen, Xiuyu |
Investigation on the Unsteady Aerodynamic Force on a 3:2 Rectangular Section under Accelerating Airflow |
758-766 |
| Chen, Yu |
Analytical Study on Slip Strength of Long Bolted Joint Combing with Bearing Type Bolts |
1633-1640 |
| Chen, Yuan |
Intelligent Upgrading and Application of Bridge Video Surveillance System Based on Computer Vision |
1147-1153 |
| Cheng, Xiaokang |
Influence of Environmental Variables on Chloride Ion Distribution on Concrete Surface under Dry-Wet Cycle |
2008-2015 |
| Choi, Keunki |
Effect of Firewall on a Suspension Bridge under Vehicle Fire |
1879-1886 |
| Chong, Yau Hong |
Innovative Construction Technique of Two Bridges in Hong Kong |
972-980 |
| Chornay, Morn |
Multilevel Decomposition Model for Optimal Design of Multi-Story Structures |
216-222 |
| Cui, Bing |
Steel-concrete Composite Cable-stayed Bridge—Main Crossing Bridge of Nanjing Jiangxinzhou Yangtze River Bridge |
2059-2060 |
| Dabrila, Povilas |
Design of pre-stressed intersecting cable string steel bridge |
872-879 |
| Dakov, Dimitar |
Failures of Steel Silos for Grain Storage - Fortuity or Underestimated Risk |
1617-1623 |
| Deng, Lu |
Pixel-level Road Crack Detection and Segmentation Based on Deep Learning |
1346-1352 |
| Deng, Ruiqi |
Study on the Bearing Capacity of Grouted Connections with Shear Keys |
676-685 |
| Dong, Hao |
Research on Sectional Optimization Design of Fabricated Bent Cap of Urban Viaduct |
1097-1102 |
| Dong, Yiqing |
Unit influence surface identification of long-span bridge based on spatial-temporal vehicle load monitoring |
1295-1303 |
| Dritsos, Stephanos E. |
Assessment and Retrofitting of Existing RC Buildings – Recent Trends |
34 |
| Duan, Lan |
Numerical Analysis of Flexural Behaviour of High Strength I-Shape Steel Composite Girders with Corrugated Webs |
498-504 |
| Duan, Lan |
Numerical Simulation of Longitudinal Shear Behavior of High Strength Steel and Concrete Composite Girders |
505-512 |
| Duris, Jakub |
ShiZiYang Bridge – Large diameter main cables |
117-125 |
| Elhassan, Mohammed |
Prediction of Aerodynamic Coefficients using Artificial Neural Network in Shape Optimization of Centrally-Slotted Box Deck Bridge |
444-451 |
| Elobaid Musa, Moneef Mohamed |
Finite Element Analysis of Local Pressure Failure Mechanism of RPC |
686-694 |
| Elobaid Musa, Moneef Mohamed |
Numerical Investigation on Anchorage Zone Capacity of Post- Tensioned RPC |
1896-1902 |
| FAN, Wenli |
Fatigue Resilient Design of Bridge Orthotropic Steel Deck |
1976-1981 |
| Fan, Zhong |
Xiong'an Railway Station: A Supersized Railway Station in High Seismic Intensity Zone |
2046-2047 |
| Fang, Genshen |
Flutter Fragility Analysis of Long-Span Bridges Based on 3D Typhoon Model Using Geographically Weighted Regression |
1775-1783 |
| Fang, Yu |
Numerical Simulation of Overall Marine Transportation of Bay Bridges under Complex Hydrographic Environment |
793-802 |
| Feng, Dongming |
Study of Intelligent Bridge Cable Technology and Maintenance Management Platform |
2089-2090 |
| Feng, Peng |
Engineering Application of Self-anchored Integrated CFRP Cables |
2070-2071 |
| Feng, Yu |
Numerical Ward-Type Tornado Simulator and its Application to Transient Wind-Induced Response of Long-Span Bridges |
283-290 |
| Fu, Huiyang |
Analysis on Segmental Deck Replacement Plan for Large-Span Network Arch Bridge |
1756-1764 |
| Fu, Ruihuan |
Numerical Study on Influence of Input Wave’s Frequency on Dynamic Pre-Hole Isolation Pile-Soil Interaction in IABs |
1537-1544 |
| Gao, Mangmang |
Analysis of Influencing Factors of Track Static Geometric Deviation of Super-Long-Span HSR Bridge |
1693-1699 |
| Gao, Qi |
Pseudo-Static Tests of Precast Bridge Pier with Half Grouted Sleeves |
920-927 |
| Ge, Yaojun |
Innovation and Creation of Recent Bridge Engineering under the Direction of IABSE Outstanding Structure Award |
42-61 |
| Gong, Fengzong |
Research on the Damping Ratio Variation of Vehicle Bridge Interaction System Based on the Complex Mode Method |
1313-1319 |
| Gong, Ming |
Study on Measures to Improve Natural Vibration Characteristics of Three-Towers and Four-Span Suspension Bridge During Construction |
348-355 |
| Guo, Hui |
Recent Development and Challenges of Long-Span Railway Cable- Stayed Bridges in China |
338-347 |
| Guo, Weizuo |
Seismic Fragility of Double-Deck Curved Girder Bridge Based on Artificial Neural Network and Lasso-Logistic Regression |
1848-1855 |
| Han, Dazhang |
Measures to Control Vortex-induced Vibration for Shangba Branch Channel Bridge in Nanjing |
435-443 |
| Hao, Dong |
Design and Application of New Steel-UHPC Composite Slab Girder Bridge |
717-723 |
| Hao, Hailong |
Cultural Expression of Long-span Bridge Structure - Landscape Design of Zhangjinggao Yangtze River Bridge |
2033-2038 |
| He, Dandan |
Numerical Simulation on Seismic Performance of HPS-UHPFRC Composite Pier-foundation Embedded Joint |
695-702 |
| Hong, Guang |
Wind Induced Vibration Performance of Suspended Double-deck Flat Box Girder Bridge |
267-275 |
| Hou, Xu |
Structural Form Selection of Nanpanjiang Bridge in Puzhehei |
2087-2088 |
| HU, Daohang |
Impacts of Supplemental Viscous Damping on Seismic Responses of Building Structures for Construction Extended Renovation Projects under Multilevel Decomposition Design Model Frame |
1031-1037 |
| Hu, Jinrui |
Parameterized Analysis of Guide Beam in the Incremental Launching Construction of Five-span Steel Box Girder Bridge |
964-971 |
| Hu, Ke |
Research on Standardized Design of Assembled Pile-slab Road Struc- tures |
1055-1062 |
| Hu, Ke |
Wuhu Second Bridge: Development of Stayed Cable Anchorage System and Application of Structural Innovations |
2057-2058 |
| Huang, Dongzhou |
State of the Art of Concrete Segmental Bridges |
258-266 |
| Huang, Hongwei |
Quantitative Analysis of the Importance and Correlation of Urban Bridges and Roads in the Study of Road Network Vulnerability |
1369-1377 |
| HUANG, Hongwei |
Semi-active Control of Cable Vibration Using MR Damper under Wind Loads |
1200-1208 |
| Hwang, Doyun |
Long-Term Damping Characteristics of a Cable-Stayed Bridge |
1273-1279 |
| Ji, Yifang |
Mechanical Analysis of Central Buckle Region of Long Span Suspension Bridge |
1592-1599 |
| Ji, Yupeng |
A novel portable vision-based bridge weigh in motion method |
1288-1294 |
| Jia, Chengxiu |
Comparative Analysis of Carbon Emission of Special-Shaped Concrete Pier Constructed by 3D Printing and Traditional Construction |
2016-2023 |
| Jian, Xudong |
An Experimental Investigation of the Indirect Bridge Frequency Identification |
1521-1526 |
| Jiang, Yang |
Shrinkage and Fatigue Performance of Novel Post-Combined Steel- UHPC Composite Decks |
937-943 |
| Jiangping , He |
Key technologies for design and construction of deep-buried capping cofferdam in the confined water layer area of the Yellow River Basin |
999-1007 |
| Jun, Xu |
ShiZiYang Bridge – General Scheme Design Options for Mega Suspension Bridge |
135-144 |
| Kaneda, Takao |
Analytical Study on the Effect of the Condition of Cable Members on the Structural Safety of a Long-Span Suspension Bridge |
1903-1910 |
| Khaleghi, Bijan |
Innovative Design and Materials for Seismic Resilient ABC |
954-955 |
| Khaleghi, Bijan |
Seismic and Tsunami Resiliency of Bridge and Transportation Structures |
35-41 |
| Kim, Chang Su |
Conceptual Design of 5 km-Class Super Long Span Bridge |
427-434 |
| Kim, Ho-Kyung |
Probabilistic Assessment of Vehicle Driving Safety under Strong Winds – Cause Investigations on Two Sea-Crossing Bridges |
28-33 |
| Kim, Soomin |
The Behavior of Long-span Suspended Footbridge Under Wind Load |
404-409 |
| Komar, Gernot |
Upgrading the 4th Ring Transportation Corridor in Zhengzhou, China - Optimized Camber Analysis for close to 1,200 Precast Bridge Frames |
89-97 |
| Komarizadehasl, Seyedmilad |
Beneficial Effect of Combining Similar Low-Cost Accelerometer to improve the overall Accuracy and Noise Density |
1256-1263 |
| Komarizadehasl, Seyedmilad |
Experimental Verification of a Novel Accelerometer Intended for Structural Health Monitoring of Bridges |
1264-1272 |
| Lagerkvist, Johan |
Important Parameters for Increased Productivity in Bridge Design and Production |
80-88 |
| Lai, Ya-ping |
Design and Construction of Chongqing Lijia Jialing River Bridge |
410-418 |
| Lai, Ya-ping |
Study on Long-term Deflection Control Performance of Long-span Prestressed Concrete Combination Structure Rail Transit Bridges |
223-231 |
| Larsen, Allan |
Benefits and Challenges of the Twin-box Bridge Girder |
199-207 |
| Lee, Sang Hyeon |
Flutter Behavior and Stability Evaluation of Suspended Footbridge through Wind Tunnel Experiments and Aeroelastic Flutter Analysis |
1873-1878 |
| Lei, Xiaoming |
Validation and Updating of Regional Bridge Deterioration Model Incorporating Structural Health Monitoring |
1171-1176 |
| Leyong, Wei |
Overall Design of the Nanjing Jiangxinzhou Yangtze River Bridge |
157-164 |
| Li, Dewang |
Effect of Short-Term Shrinkage on Deck Concrete of a Rail-Cum-Road Composite Truss Bridge |
291-300 |
| Li, Hongtao |
Innovations and Breakthroughs in China’s Zhangjinggao Yangtze River Bridge |
98-106 |
| Li, Lei |
Key Techniques for the Main Navigable Bridge of the Main Passageway of Ningbo–Zhoushan Port |
2064-2065 |
| Li, Qingling |
Analytical Study on Tubular Flange Girder Bridges Using High Strength Steel |
703-709 |
| Li, Ting |
Rapid Design and Construction Management of Emergency Hospital During the COVID-19 Epidemic |
2048-2049 |
| Li, Wenjun |
Numerical Simulation Analysis of the Connection Structure Between the Pier and Pile Cap of Precast Concrete Bridge Piers |
837-844 |
| Liu, Bingfei |
Analysis on Mechanical Performance of Rail-Cum-Road Double Deck Steel Truss-Arch Composite System Bridge |
320-328 |
| Liu, Chang |
Effect of steel diaphragms on girder performance of simply supported T-girder bridges with wide girder spacing |
522-530 |
| Liu, Chao |
Analysis and Optimization of Single Cable Plane Prestressed Concrete Extradosed Cable-stayed Bridge |
828-836 |
| Liu, Chao |
Detection of Concrete Structural Surface Cracks Based on VQ-VAE-2 |
1209-1215 |
| Liu, Chuanping |
Study on Mechanical Property of Reticulated Shell Structure Canopy Considering Elevated-effect of Viaduct in High-speed Rail Station |
232-239 |
| Liu, Jiang |
Investigation on Extreme Temperature Gradient Action of Composite Girder Bridges Considering Regional Difference |
1950-1958 |
| Liu, Yihua |
Algorithm of the Risk of Ship-Bridge Collision Considering Ship’s Dimension |
1480-1488 |
| Liu, Yihua |
Study on Risk of Ship Collision in Bridge Life-cycle Based on Synergetic Theory |
1765-1774 |
| Liu, Zhanhang |
Damping of long-span suspension bridges with damped outriggers |
1856-1864 |
| Liu, Zhi |
Performance of Simply-Supported Steel Bridge in Realistic Fires |
1865-1872 |
| Luo, Chao |
Review on Flow Characteristic and Pumpability Prediction of Pumping Concrete |
662-665 |
| Luo, Lanxin |
Computer Vision-based Finite Element Model Updating Method Using Measured Static Data: An Experimental Study |
1473-1479 |
| Luo, Lanxin |
Modal Analysis and TMD Design of the Wing-spread Bridge: A Pedestrian Bridge along the Binjiang Avenue, Shanghai |
777-784 |
| Lv, Zhilin |
Research on Fatigue Vehicle Models of Yangtze River Highway Bridge |
1362-1368 |
| M.G., Sapidis |
A New Clustering Method for Damage Assessment of Fiber Reinforced Concrete Using Piezoelectric Transducers and a Wireless Impedance- Admittance Monitoring System |
1177-1182 |
| Ma, Shuaibin |
Experimental Study on Scour Depth Monitoring of Bridge Foundation Based on Ultrasonic Wave |
1815-1821 |
| Maheux, Sébastien |
Nonlinear Coupling in Cable-Supported Bridges for Non-Analogous Modes |
173-181 |
| Mao, Qianyi |
Design Method and Finite Element Analysis of Precast Longitudinal Split-Piece Cover Beam |
1088-1096 |
| Meng, Jie |
Advantages of New Type of Steel Box Coarse Aggregate Reactive Powder Concrete Composite Continuous Beam Bridge |
461-469 |
| Meng, LIU |
Seismic Behavior Analysis of a Novel Elastic-Plastic Structure Damping Bearing |
1023-1030 |
| Mimram, Marc |
Specific Infrastructures in Relationship with the Landscape |
5-12 |
| Miyachi, Kazuhiro |
Corrosion Suppression Effect of Bridge Cables Using Environmental Isolation Paint |
1545-1550 |
| Moreno, Grecia |
Design of Rail Viaducts over the Hajar Mountains |
71-79 |
| Ni, Peng |
Response Reconstruction Based on a Multi-End Convolutional Neural Network |
1320-1328 |
| Owolabi, David |
Advancements in Timber Construction: A Review of Prefabricated Mass Timber Floor Assemblies |
928-936 |
| PENG, Yuan-cheng |
Structural System Conception and Overall Design of a Mega Suspension Bridge with Four Main Cables |
2081-2082 |
| Pinto, Hernán |
Risk Management Methodology on Road Infrastructure (GRDR). Application on Mountain Tunnels and Bridges, Valparaíso Region, Chile |
2000-2007 |
| Proverbio, Marco |
Conceptual Design of Long-Span Suspension Bridges: Tower Structural Forms |
190-198 |
| Qi, Ligang |
Mobile 3D Printing Techniques for Construction Engineering: Outdoor Navigation and Printing Quality Control |
1129-1137 |
| Qi, Wang |
Key technology for the construction of distributed pressure slurry extra-long pile foundation in Yellow River Wetland Reserve |
1008-1014 |
| Qiang, Xuhong |
Experimental Study on Activation Performance of Fe-Based Shape Memory Alloy for Strengthening Steel Bridge |
1551-1559 |
| Qiang, Xuhong |
Fatigue Performance of Cracked Bridge Diaphragm Repaired by SMA/CFRP Composite Patch |
1650-1658 |
| Qin, Shunquan |
Challenges and Innovations in Design and Construction of Supersized Structural Components for Long Span Bridges |
13-19 |
| Qingyun, Zhang |
Safety Risk Analysis of Super-Large Span Suspension Bridge Supporting Rotary Structure Composite Ground Wall Anchorage Foundation |
1353-1361 |
| Qiu, Yuan |
Finite Fault Source Model for Ground Motion near Fault Zone |
854-862 |
| Qu, Guang |
Bridge Performance Prediction Approach Based on Improved Particle Filter and Structural Health Monitoring Data |
1329-1337 |
| Qu, Hongya |
Experimental and Numerical Study on the Seismic Performance of Precast Bridge Column with an Improved Grouted Corrugated Duct Connection Design |
1919-1926 |
| Ramos, Gonzalo |
Effects of Subsidence Induced by Tunnelling on Buildings: The Sagrada Familia Temple Case |
20-27 |
| Ravn, Uffe Graaskov |
The First Step Towards BIM Models in Major Bridge Design |
894-901 |
| Reksowardojo, Arka P. |
Vibration Control of Simply Supported Beam Bridges Equipped with an Underdeck Adaptive Tensioning System |
539-548 |
| Rengui, Wang |
Design and Experimental Study of Steel Box-Concrete Filled Steel Tube Composite Cable Tower |
311-319 |
| Rengui, Wang |
Study on the Self-Balancing System of 2300m Main Span Suspension Bridge and Relative Mechanical Characteristics |
301-310 |
| Rojas, Alvaro |
Structural Detailing of Bridges, Making Use of the Brim Methodology (Bridge Information Modeling), through the Creation of Parametric Models and As-Build Plans |
912-919 |
| Sakura, Ryo |
Desirable Geometrical Configurations of The Web/Flange Splices for Enhancing the Frictional Slip Resistance of an I-Girder |
592-599 |
| Samec, Vanja |
Bridge Management Systems – A Crucial Link to BIM |
1700-1708 |
| Savioz, Dr. Pascal |
Next-Generation Modular Expansion Joints for Bridges – “Smart” And Easily Replaceable in Order to Minimise Life-Cycle Costs |
1072-1080 |
| Sekimoto, Masaki |
Slipping Behavior and Relaxation Characteristics of Thin-Walled GFRP High-Strength Bolted Friction Joints for Sound Barriers on Bridge Viaducts |
490-497 |
| Sgambi, Luca |
Effects of Corrosion on the Capacity of the Nib of Reinforced Concrete Dapped-End Beams |
1748-1755 |
| Sgambi, Luca |
Preliminary Analyses for the Study of the Effects of an Explosive Action on a Long-Span Suspension Bridge |
1609-1616 |
| Shang, Zhiqiang |
A Multi-Label Classification Method for Anomaly Detection of Bridge Structural Health Monitoring Data |
1280-1287 |
| She, Junhui |
Experimental and Numerical Study of Welding Residual Stress Distribution in Shear Keys |
821-827 |
| Shen, Golden |
The Modern PU-Based Flexible Plug Expansion Joint for Bridges – The Ideal Solution For City Expressways With Recent Innovations Making Installation Even Faster and More Reliable than Before |
1081-1087 |
| Shen, Xiujiang |
Flexural Behavior of a New Steel-UHPFRC Composite Beam with In- Built Steel Dowel as Connector |
710-716 |
| Shen, Xiujiang |
Punching behavior of a novel steel-UHPFRC composite bridge deck slab |
396-403 |
| Shen, Yin |
Experimental Study on Simply Supported Bridges of Steel-Concrete Composite Structure Strengthened with Externally Pre-Stressed CFRP Plates |
1641-1649 |
| Shin, Sang-Hun |
Challenges in Design and Construction of WONJU 404 SKYBRIDGE in Korea |
419-426 |
| Shuai, Li |
Seismic Performance Assessment of Multi-Span Continuous Railway Bridges Across a Symmetrical V-Shaped Canyon Considering the Near-Source Topographic Effect |
1396-1403 |
| Si, Yunan |
Sensitivity-based Structural Damage Identification via Response Reconstruction |
1248-1255 |
| Siddique, Sabbir |
Damage Study of Dhamdum Bridge Concrete Pier by Flowing Rock Impact |
1784-1790 |
| Son, Youn Ki |
Fire Risk Evaluation of Cable Bridges due to Vehicle Fires |
1404-1411 |
| Su, Quanke |
The Durability and SHM System of Hong Kong-Zhuhai-Macao Bridge |
1378-1386 |
| Sun, Hai-peng |
Automatic Production Process and Quality Control of Large Bridge Component Factory |
981-989 |
| Sun, Hai-peng |
Key Technology for Planning and Construction of Automated Production Lines in Large Bridge Factories |
990-998 |
| Sun, Junling |
Key Technologies of Precast Segment Production for the 4th Ring Transportation Corridor in Zhengzhou, Henan, China |
62-70 |
| Sun, Kai |
Parameter Analysis on Double-side Welded Connection of Orthotropic Steel Decks Based on Structural Stress |
1982-1990 |
| Sun, Limin |
Multimode Damping Enhancement for Cable Vibration Control: Theoretical and Technological Developments with Applications |
2068-2069 |
| Sun, Lipeng |
Buckling behavior of stiffened plates in concrete-filled steel tubular bridge towers |
556-564 |
| Sun, Tao |
Automated Crack Detection Method Based on Deep Learning and 3D Reconstruction for Concrete Bridges |
1506-1513 |
| Sun, Yuan |
A Comparison Study of Reinforcement Design Methods of Concrete Box Girder Bridges Considering Spatial Effects |
583-591 |
| Sun, Zhenyu |
A Bayesian Regularization Neural Network Model for Fatigue Life Prediction of Concrete |
1959-1968 |
| Takai, Toshikazu |
Stress-strain Model Adapted to Bolted Connection in Ultimate Behaviour Considering Energy Absorption |
1465-1472 |
| Teh, Tzyy Wooi |
Study of Aerodynamic Performance on Concrete Deck Section in Stayed Cable Bridge |
2075-2076 |
| Teng, Zhibo |
Compassion: Essence of Beauty from Triunity of Bridge-CAD |
2039-2041 |
| Tian, Lin-jie |
Analysis of Lateral Torsional Buckling of Steel I-Beams within Preflexed Beams in Pre-Bending Stage |
1887-1895 |
| Tien Chong, Alecs Kak |
Design and Construction of the West Kowloon Cultural District Artist Square Arch Footbridge |
944-953 |
| Tim Sob, Landry Wilfried |
Case Study On a Nonlinear Static and Dynamic Behavior of a 2D-Story Steel Frame with Different Configuration |
803-811 |
| Tu, Bing |
Innovative Technologies for Construction of the Pingnan Third Bridge |
2055-2056 |
| Valença, Jónatas |
Measure the Application of Pre-Stressed CFRP Laminates Using Deep Learning for Computer Vision |
1412-1419 |
| Valenzuela, Matías A. |
Proposal Based on the Social Assessment Methodology for a Scenario in which the Road Network Faces a Bridge Collapse. Case Study: Seminario Bridge, Chile |
1685-1692 |
| van Bogaert, Philippe |
Effectiveness of Incomplete Welds in Nodes of Bridge Truss Girder Nodes with Hollow Core Profile Members |
|
| van Leeuwen, M.C. |
Continuous Galvanized Reinforcing Steel in Concrete Structures |
622-627 |
| van Leeuwen, M.C. |
Thermal Spray Zinc Coatings for Protecting Bridges from Corrosion |
616-621 |
| Vrablik, Lukas |
Practical Use of UHPC As a Main Material for Superstructure of Pedestrian Bridges |
653-661 |
| Wang, Ao |
Numerical and Experimental Study on the Temperature Distribution of an RC Maglev Viaduct Based on Meteorological Monitoring |
1183-1190 |
| Wang, Chunsheng |
Numerical Fatigue Simulation of Access Hole Detail in Orthotropic Steel Bridge Deck |
887-893 |
| Wang, Dalei |
A Novel Method for Generating Apparent Panoramic Image of Real Texture of Concrete Bridge Based on Multi-View Registration |
1514-1520 |
| Wang, Gang |
Seismic Response Analysis for Engineering Structures Equipped with Double Viscous Damper Toggle Brace System |
646-652 |
| Wang, Hui |
Analysis of Reasonable Longitudinal Restraint System of Four-Tower Cable-Stayed Bridge |
329-337 |
| Wang, Jingcheng |
Reconnaissance Report on Damage of Bridges in 2021 Maduo, China, Earthquake |
1808-1814 |
| Wang, Jun |
Research on wind field characteristics measured in U-shaped valley at bridge site by Lidar |
733-741 |
| Wang, Shanshan |
Establishment of Regional Bridge Degradation Model for Shandong Province |
1575-1581 |
| Wang, Taiqi |
Axial Force Transfer Mechanism of Steel-Concrete Joint in Hybrid Girder for Railway Cable-Stayed Bridge |
373-379 |
| Wang, Tao |
Numerical Simulation of the Nonlinear Flexural Behavior of Pretensioned Void Slabs with Different Concrete Constitutive Laws |
1934-1940 |
| Wang, Tianhu |
Tendon Distribution Optimization Method of Prestressed Concrete Bridges Based on Consistent Safety Degree of Stress Index |
452-460 |
| Wang, Wei |
Numerical Analysis of Bolted Connectors in Prefabricated Steel-Lightweight Aggregate Concrete Composite Beams |
812-820 |
| Wang, Yunlu |
Study on the Influence of Bridge Expansion Joints on Vehicle-Track- Bridge System |
1434-1441 |
| Wang, Zhiwei |
Long-term Missing Wind Data Recovery for Bridge Health Monitoring Using Deep Learning |
1138-1146 |
| Wei, Chen |
Design and Dehumidification Effect of Dry Air Dehumidification System Inside the Main Cable |
1677-1684 |
| Weng, Jing-hang |
A Fully Automated and Noncontact Method for Force Identification of Cables Based on Microwave Radar |
1527-1536 |
| Wenlong, Zhang |
Research on Key Technology of Large Tonnage Steel Beam Fast Sliding Positioning |
1015-1022 |
| Wu, Fengyuan |
Construction Technologies of a large span Railway Suspension Bridge- Wufengshan Bridge |
152-156 |
| Wu, Haibing |
A New Method for Calculating Bridge Influence Surface |
1191-1199 |
| Wu, Jianmin |
Design and Overall Mechanical Characteristics Analysis of Hybrid Composite Beam Single Tower Cable-Stayed Bridge |
1063-1071 |
| Wu, Taotao |
Prediction of Concrete Column Reinforcement Corrosion Degree Under Initial Strain Based on Support Vector Regression |
1154-1160 |
| Wu, Wenpeng |
Experimental Study of the Post-Tensioned Prefabricated Retaining Blocks with Mortise-Tenon Joint |
470-476 |
| Wu, Yongxian |
Key Technology for the Design of a Cable-Stayed Bridge in a High- Intensity Area |
208-215 |
| Wu, Yu |
Effect of Concrete Thickness on Fatigue Performance for rib-to-diaphragm in steel-concrete orthotropic composite decks |
637-645 |
| Xiang , Liang |
Crack Control Technology in Construction of V-Shaped Piers of the Main Bridge of China-Maldives Friendship Bridge |
1428-1433 |
| Xiao, Cong-zhen |
Application And Innovation of High-Strength Concrete in High-Rise Building Structures |
2042-2043 |
| Xiao, Junyi |
Creep Effect and Time-Varying Reliability Analysis of Prestressed Continuous Rigid Frame Bridge |
724-732 |
| Xiao, Liang |
Experimental Design of Link Slab in Long-span Steel-Concrete Composite Bridge |
574-582 |
| Xiao, Liang |
Property Analysis of Link Slab in Long-span Steel-Concrete Composite Bridge |
565-573 |
| Xie, Wei |
Research on the Layout of Temporary Piers of Large-span and Super- Width Steel Box Girder during Incremental Launching Construction |
1449-1456 |
| Xie, Zhengyuan |
Technical Research on OVM280 PSC System and a new generation of double slip resistance saddle |
2091-2092 |
| Xiong, Zhihua |
Fatigue Performance Evaluation of FRP Reinforced Steel Tubular K- Joint |
1560-1567 |
| Xiong, Zhihua |
Structural Performance and Cost Analysis of Multi-span Extradosed Cable-Stayed Bridge |
387-395 |
| Xu, Boqiang |
Detection Algorithm of Structural Surface Cracks Based on Class Activation Map |
1216-1223 |
| Xu, Dong |
Direct Shear: A Mechanism that is Often Ignored and Rarely Studied |
1723-1729 |
| Xu, Gongyi |
Innovative Design for Qingshan Yangtze River Bridge |
2061-2063 |
| Xu, Hongguang |
Design of the Main Structure of The Pi River Water Viaduct |
2079-2080 |
| Xu, Qigang |
Study on Anchorage Type Selection of Sichuan Bank of Sichuan Kahalo Jinsha River Bridge |
|
| Xu, Yan |
Effects of Axial Compression Ratio in Socketed Precast Pier-Footing Connection |
549-555 |
| Xu, Yang |
Structural Health Diagnosis Under Limited Supervision |
1231-1239 |
| Xu, Yi |
Effect of SFRC Composite Deck on Negative Bending Behavior Steel Box Girder |
628-636 |
| Xu, Zhimin |
Research on the Connected Effect of Separated Bridges Based on a Large-Span Continuous Rigid Frame Bridge |
182-189 |
| Xue, J.Q. |
Influence of different debonding gap types on mechanical performance of axially loaded CFST stub columns |
1600-1608 |
| Xue, Jun-qing |
Mechanical performance of skewed deck-extension bridge |
1730-1738 |
| Y.G., Wang |
Flexible Protection Technology of Bridge Pier against Ship Collision |
1038-1045 |
| Yang, Donghui |
Reliability Evaluation of Bridge Fatigue Life through Refined Statistical Analysis of Stochastic Traffic Flow Monitoring Data |
1489-1496 |
| Yang, Jian |
Key Construction Technology of Single Tower Suspension Bridge |
2085-2086 |
| Yang, Wei |
On the Benefit of Including Modal Strains in FE Model Updating for Damage Assessment |
1497-1505 |
| Yang, Wei |
Uncertainty Minimization Technique for Joint Input-State Estimation Using Dummy Measurements |
1338-1345 |
| Yang, XU |
Computer-Vision-Based Real-Time Rock Fragment Recognition During Tunnel Excavation |
1240-1247 |
| Yang, Yeong-Bin |
Research on Vehicle-Bridge Interaction Dynamics since 1990s |
1-4 |
| Yanhui, Liu |
Failure Mechanism Analysis of Circular Cfrp Components Under Unequal Impact Load |
1668-1676 |
| Yin, Cunxin |
Numeric Analysis of Creep Effects on Steel-concrete Composite Structure with Equivalent Temperature Field Method |
785-792 |
| Ying, Guogang |
Design of a bridge digital twin system for Intelligent operation and maintenance based on machine vision |
1709-1714 |
| Yiqing, Zou |
Technical Research on OVM250 PSC System with High Fatigue Strength and Full Life Cycle Durability |
1739-1747 |
| Yongxue, Jin |
Reinforcement Design for Abutment-Beam Joint of an Integral Abutment Bridge Based on “Tensile Stress Region” Theory |
1582-1591 |
| Yu, Li |
Mixed Mode Fatigue Crack Propagation Mechanism of the Diaphragm Cutout Detail in Steel Bridge Deck |
1969-1975 |
| Yuan, Yong |
A Silanized MCNT/TPU-based Flexible Strain Sensor with High Stretchability for Deformation Monitoring of Laminated Elastomeric Bridge Bearings |
2072-2073 |
| Yuan, Yuan |
Analysis of local compressive behaviour of concrete bed under an embedded cast iron cable saddle |
750-757 |
| Zhang, Chenhong |
Inspection Information Preprocessing for Regional Bridge Condition Assessment |
1420-1427 |
| ZHANG, Chunlei |
Structural Design and Analysis of Orthotropic Steel-SSDC Composite Deck Used for the Widening of the Songpu Bridge |
1111-1118 |
| Zhang, Daguang |
Parametric Analysis and Performance Evaluation of Tuned Mass Damper Inerter (TMDI) to Mitigate the Vortex-Induced Vibration of a Long-Span Bridge |
1822-1830 |
| Zhang, Hong |
Key Construction Techniques of East Tower and Anchorage of Lingdingyang Bridge in Shenzhong Link |
2066-2067 |
| Zhang, Jinping |
COWI Experiences in Chinese Mega Bridge Projects – Danish Way and Chinese Way |
126-134 |
| Zhang, Jinwen |
The Construction of Hong Kong-Zhuhai-Macao Bridge |
107-116 |
| Zhang, Juhui |
FE Modeling of the Interfacial Behaviour of Precast Multi-box Girder |
767-776 |
| Zhang, Junle |
Construction of Flexible Waterstops on Underwater Cofferdams for Pile Caps in Bridge Projects |
1103-1110 |
| Zhang, Junzheng |
Research on Identification of Time-Varying Cable Force |
1304-1312 |
| Zhang, Lepeng |
Short Stud Arrangement Effect on Flexural Behavior of Steel-UHPC Composite Decks |
607-615 |
| Zhang, Lu-yang |
Application of NLP Technology in the Information Extraction of Bridge Management and Maintenance Documents |
1224-1230 |
| Zhang, Shiyang |
Jingang Cultural Center: Complex-shaped Fair-faced Concrete Structure |
2053-2054 |
| Zhang, Wenming |
Analytical Methods to Adjust the Distribution of Dead Loads of a Suspension Bridge with Three Cable Planes to Three Cables in The Transverse Direction |
356-363 |
| Zhang, Wenwu |
Regional Bridge Data Extraction and Integration Based on Historical Detection Reports |
1568-1574 |
| Zhang, Yajun |
The Analysis of the Non-Axial Force Connection for the Earth-Anchored Cable-Stayed Bridge |
380-386 |
| Zhang, Yangwen |
Moveable Facade Elements for Sustainable High-rise Buildings |
1046-1054 |
| Zhang, Yu |
Corresponding Force Matrix: A Bridge Connecting Refined Analysis and Reinforcement Design of Box-section Girders Based on Shells |
483-489 |
| Zhang, Yueqiang |
Study On Stability of Single-Layer Aluminum Alloy Structure and Shear Capacity of Joints |
2050-2052 |
| Zhao, Xin |
Wind Induced Response Analysis and Vibration Mitigation Design for Steel Tall Buildings Equipped with Viscous Dampers |
249-257 |
| Zhelyazov, Todor |
Implementation of Neural Networks for the Calibration of a Macroscopic Model of a Lead-Core Bearing Device |
880-886 |
| Zheng, Xing |
Stability Analysis of a Super Long-Span Cable-Stayed Bridge in China |
364-372 |
| Zheng, Yuanpeng |
Fatigue Tests on Compact-tension Specimens Repaired by CFRP |
1624-1632 |
| Zhi-Bo, Teng |
Archimedes Bridge Underwater of BaiYangDian Lake |
145-151 |
| Zhou, Rui |
Influence of Time-Varying Mean Winds on the Nonlinear Buffeting Responses of a Super Long-Span Suspension Bridge |
1911-1918 |
| Zhou, Ruigen |
Parametric Study and Design Method of Compressed Steel-Rubber Composite Anti-Collision Device |
845-853 |
| Zhu, Li |
Experimental Study of Curved SFRC and ECC Composite Beams |
666-675 |
| Zhu, Liming |
Cable Force Analysis of Extradosed Bridge Based on Comprehensive Optimization Method |
276-282 |
| Zhu, Liming |
Research on two Parameters Control of Walking-Type Incremental Launching Box Girder |
1457-1464 |
| Zhu, Wenguang |
The Qilihe Street Pedestrian Bridge in Nanjing, China |
531-538 |
| Zhu, Zhihui |
Dynamic analysis of large-span suspension bridge under earthquake excitations using ANSYS-MATLAB co-simulation |
1839-1847 |
| Zhu, Zhihui |
Seismic Analysis of High-Speed Railway Irregular Bridge-Track System under Obliquely Incident Waves |
1831-1838 |
| Zhu, Zhongyi |
Long Span Structure Design of Beijing Daxing International Airport Terminal Building |
2044-2045 |
| Zhuo, Saiyang |
Seismic Vulnerability Study of Precast Segmental Piers with Bonded Tendons |
1799-1807 |
| Zou, Simin |
Experimental study on the influence of gust-wind on a high-speed railway train-viaduct system |
1927-1933 |
| Zou, Yu |
Experimental Study on Shear Performance of Steel Shear Key Dry Joint in Precast Segmental Bridges |
477-482 |
