| An, Tongxiang |
Seismic Strengthening Effect on an Existing Bridge Abutment by Ground Anchor |
152-159 |
| Au, Francis T.K |
Constructing Mode Shapes of a Girder Bridge Using Responses of a Moving Vehicle Under Impact Excitation |
180-187 |
| Bai, Yongtao |
Permanent Damages of Structural Components in Existing High-Rise Steel Buildings Subjected to Rare Earthquakes |
386-393 |
| Buddee, Samard |
Giant Observation Wheel in Bangkok |
409-414 |
| Cammelli, Stefano |
The Investigation of Multi-Variate Random Pressure Fields Acting on a Tall Building Through Proper Orthogonal Decomposition |
897-904 |
| Cantero, Daniel |
Parametric Excitation of Mooring Cables for Submerged Floating Tunnels |
946-952 |
| Cao, Benfeng |
Multilevel Constrained Optimal Structural Design of Reinforced Concrete Lateral System for Tall Buildings |
867-872 |
| Cao, Yinghong |
A Recommendation to the Application of Directional Combination Rules for the Seismic Responses in Bridge Design |
310-318 |
| Cappello, Carlo |
Expected Utility Theory for the Optimization of Bridge Management |
1020-1027 |
| Caringal, Kristian |
Numerical Investigation on the Effects of Local Damage to the Dynamic Properties of Buildings Using Limited Vibration Data |
522-529 |
| Carrato, Peter |
Enhanced Levels of Development to Aid Project Delivery |
984-989 |
| Carter, Matt |
Gerald Desmond Bridge – Challenges and Solutions for Vibration Control |
425-434 |
| Casas, Joan R |
Quality Specifications for Highway Bridges: Standardization and Homogenization at the European Level (COST TU-1406) |
976-983 |
| Chan, Man |
Challenges in Hong Kong – Zhuhai – Macao Bridge (HZMB) Hong Kong Link Road Project |
797-804 |
| Chawdhury, Samir |
Simulation of Aeroelastic Instabilities to Evaluate the Power Output of Flutter-based Electromagnetic Energy Harvesters |
514-521 |
| Chen, Lin |
The Combined Force Characteristics for The Pavement Layer of Steel Decks Under The Influence of Vehicle Load |
204-211 |
| Chen, Xiaoyu |
Influence Analysis of the Corrosion Factors Effect on the Corrosion Rate of Steel Wires of Main Cable of Suspension Bridge |
300-308 |
| Chen, Xu |
Effects of Higher Modes on Tall Piers |
136-143 |
| Choi, Dong-Ho |
Dimensionless Free Vibration Analysis of Suspension Bridges Considering Hanger Extensibility and Various Girder Types |
839-842 |
| Choi, Dong-Ho |
Vibration of a Cable-Stayed Bridge under a High-Speed Train and Seismic Load |
121-126 |
| Collet, Pascal |
Floating Concrete Barge Monitoring to Extend Service Life |
572-579 |
| Dister, Vincent |
The Rebuilding of the Harchies Bridge |
335-342 |
| Dister, Vincent |
Shenzhen Bridge #2: An Urban Window |
319-326 |
| Duan, Lan |
Shear Behaviour Experimental Study for Full-scale PC Box Girder Strengthened by Composite Strengthening Method |
98-105 |
| Dutta Majumdar, Jyotirmoya |
Structural Sustainability, Quality Control, Durability and Robustness of Underground Metro Structures |
967-974 |
| Fa, Guanzhe |
Comparison of Direct and Iterative Methods for Model Updating of a Curved Cable-stayed Bridge Using Experimental Modal Data |
538-545 |
| Fang, Hai |
Precast Concrete Segmental Bridge Piers under Ship Impact |
683-690 |
| Fang, Mingshan |
Critical Design Problems and Countermeasures for Non-channel Continuous Steel Box Girders of HongKong-Zhuhai-Macao Bridge |
805-811 |
| Forsberg, Torben |
The Conceptual Design of the Chacao Bridge |
36-45 |
| Fu, Chunyu |
Resonance of a Prestressed Concrete Bridge Under Trains |
212-220 |
| Fujino, Yozo |
A New R&D Program “Infrastructure Maintenance, Renovation and Management” in Japan for Innovation in Infrastructure Maintenance and Management |
2-6 |
| Gao, Zongyu |
The Long-Span High-Speed Railway Bridges in China |
14-15 |
| Hallermann, Norman |
From Aerial Photography to 3-Dimensional Inspection of Bridges |
546-553 |
| He, Jun |
Behaviour of Partially Encased Composite Girder with Corrugated Steel Web under Combined Shear and Flexural Loads |
91-97 |
| He, Jun |
Development of Probabilistic Temperature Loadsfor a PC Bridge in Oklahoma |
699-707 |
| He, Xuhui |
Main Achievements and Technical challenges of High-speed Railway Bridges in China |
820-826 |
| Hong, Namhee-Kim |
Linking Innovative Design to the Education for Structural Engineers |
327-334 |
| Hou, Chenwei |
The New Proposed Method to Evaluate the Shear Capacity of Tapered RC Beams without Stirrups |
708-715 |
| Huber, Peter |
Theory and Reality in the Design of Viscous Dampers for Structural Applications |
456-462 |
| Hussain, Naeem |
Hong Kong Zhuhai Macao Bridge – Conceptual Design of Bridges |
787-796 |
| Ji, Zhaning |
Prediction and Estimation of Vessel Movement Parameters Based on Video Monitoring |
563-571 |
| Kavrakov, Igor |
Modelling Techniques for Buffeting Analysis of Long-span Bridges |
221-228 |
| Kim, Byungsuk |
Toward the Next Generation of Concrete Structures: Recent Advances in UHPC Technology |
46-59 |
| Lang, QIN |
Sensitivity Analysis based Optimal Seismic Design of Tall Buildings under Story Drift Constraint |
873-880 |
| Li, Huihui |
Seismic Fragility Analysis of Bridge by Combining the Uniform Design Method and Response Surface Method |
160-167 |
| Li, Jiali |
Study on Pre-camber Setting of Continuous Steel Truss Girder Bridge |
351-356 |
| Li, Ting |
Design and analysis of Xiamen North Railway Station |
851-858 |
| Li, Yingxiong |
Experimental and Numerical Methods for Characterization of The Tensile Behavior of Textile Reinforced Concrete |
646-653 |
| Liao, Haixue |
Galvanic Corrosion Protection for Bridge Structures |
277-284 |
| Lin, Hai |
The Design Challenges and Innovations in 400m High CRC Headquarter Tower |
905-913 |
| Lin, Weiwei |
Post-Fracture Redundancy Evaluation of a Twin Box-Girder Shinkansen Bridge in Japan |
675-682 |
| Liu, Tengfei |
Equivalent Plastic Hinge Length of Extended Pile-Shafts embedded in Sand |
144-151 |
| Liu, Tingting |
Vibration Control of Stay Cable Using Mr Damper Based on Optimal Nonlinear Damper Force |
472-480 |
| Lu, Huali |
Vibration Analysis of a Damaged Discrete Beam-Like Bridge Subjected to a Moving Vehicle |
530-537 |
| Lu, Qin |
Nonlinear Parametric Vibration Characteristics of Stay Cable Due to Strong Bridge Deck Vibration |
196-203 |
| Luo, Yulin |
BIM for Bridge Design |
343-350 |
| Ma, Haojia |
Performance Based Optimal Human Comfort Design of Toggle-Brace-Damper System for Super Tall Buildings |
481-488 |
| Mao, Yudong |
Influence of Massive Substructures on Capacity Design Method |
357-362 |
| Munoz, Miguel |
Semi Static Loads in an Integral Abutment Bridge |
61-69 |
| Nicklisch, Felix |
Load-Bearing Timber-Glass-Façades – Research and Development |
753-761 |
| Nie, Dan |
Laser Ultrasonic Experimental Study on the Propagation of Acoustic Emission Signals in Steel Wires |
598-603 |
| Nogal, Maria |
Comparison Among Different Structural System Identification Methods |
498-505 |
| Park, Dong-Uk |
Numerical Model Updating Technique for Estimating Load Carrying Capacities of High Speed Railway Bridges |
490-497 |
| Park, Jamin |
Scaled Model Test of RC Column Considering Strain Distortion of Model Concrete |
114-119 |
| Pekoll, Oskar-H |
Tour Total – High-Rise Landmark for EUROPACITY Berlin |
889-896 |
| Plieninger, Sven |
Sports Venues in China - Over the Code |
859-866 |
| Reintjes, Karl-Heinz |
Innovative Technology at the Deconstruction of Bridges |
1006-1013 |
| Rizzo, Fabio |
Design for the Crossing Over the River Mersey (UK): Suspension Bridge |
827-838 |
| Samec, Vanja |
Bentley Bridge Information Modelling – Solution for Bridge Information Mobility |
24-25 |
| Schladitz, Frank |
Carbon and Concrete – The Future of Construction |
733-743 |
| Schlaich, Mike |
Future Building - Carbon for Bridges, Roofs and Facades |
725-732 |
| Shan, Deshan |
Adaptive Signal Decomposition and Reconstruction for Bridge Structural Dynamic Testing |
415-423 |
| Shao, Xudong |
Innovative Steel-UHPC Composite Bridge Girders for Long-span Bridges |
614-622 |
| Shi, Xuefei |
Analytical Analysis on Distortion Effect of Twin-I girder BridgeSystems |
85-90 |
| Shim, Chang-Su |
Effects Of Partially Unbonded Tendons on Seismic Behavior of Precast Concrete Bridge Piers |
660-665 |
| Song, Jinbo |
Big Data Based Daily Maintenance and Inspection System of Bridges |
554-562 |
| Starossek, Uwe |
Eccentric-wing Flutter Stabilizer for Bridges |
435-440 |
| Su, Dan |
Bridge Evaluation using Structural Health Monitoring and Field Testing |
604-612 |
| Su, Di |
Stress Evaluation and Fatigue Prediction in a Steel Girder Bridge |
256-263 |
| Su, Haiting |
Temperature Filed Experimental Study of Longitudinally Connected Ballastless Track On Bridge in One Year Period |
580-589 |
| Su, Miao |
Failure Behaviour of Bonding Interface for the Continuous Slab Track Structure Under Temperature Load |
106-113 |
| Su, Qingtian |
Bending Capacity of Orthotropic Composite Bridge Deck with T-Shaped Steel Ribs |
70-76 |
| Su, Quanke |
An Overview of Steel Structures in Hong Kong-Zhuhai-Macao Bridge Project |
26-35 |
| Sun, Limin |
Periodic Responses of a Taut Cable Attached with a Friction Damper Computed Using Multi-Harmonic Balance Method |
464-471 |
| Sun, Lin-lin |
Safety Analyses of Vehicle Travelling on High-speed Railway Bridge Excited by Pulse-like Near-fault and Non-pulse Ground Motions |
168-172 |
| Sun, Zhen |
Incorporating Noise Effect in Damage Detection With a Curvature Based Method |
506-513 |
| Supartono, FX |
Sustainable Construction in Concrete Structures – What to Think to the Future |
7-13 |
| Taniguchi, Nozomu |
An Examination on Hybrid Structures Renovated |
1014-1019 |
| Tietze, Matthias |
Modular building solutions withcarbon reinforced concrete |
744-752 |
| Traykova, Marina |
Bringing Bulgarian Residential Buildings to Global Sustainability Requirements |
1028-1035 |
| Turmo, Jose |
New Models for Structural Analysis of Composite Beams |
363-370 |
| Uebelhoer, Dirk |
Bridge Deck Waterproofing on Steel |
770-774 |
| Wahyuni, Endah |
Evaluation of Buoyancy Weight Ratio in Submerged Floating Tunnel Under Hydrodynamic Loads. A Case Study of Seribu Islands |
938-945 |
| Wan, Kai Tai |
Investigation of Natural Fibre Reinforced Cementitious Composite for Structural Retrofitting of Building Structures |
623-629 |
| Wang, Benjin |
An XFEM Based Parametric Study on Crack Growth Rate in Welded Joints with Defects |
716-723 |
| Wang, Chunsheng |
Cold Reinforcement Method for Distortion-induced Fatigue Cracks of Steel Bridge |
248-255 |
| Wang, Lu |
Characteristicsof Slipbetween Cable and Saddle in Suspension Bridges |
843-849 |
| Wang, Xiaoming |
The Alignment Transformation Method for the Spatial Main Cable |
990-997 |
| Wang, Xiaoming |
Lateral Bracing Method for Cable Alignment Transformation |
998-1005 |
| Wang, Y |
The practice of BIM-integrated structural design of high-rise building |
914-921 |
| Wang, Yuan |
The Calculating Method of Dynamic Analysis of Beams with Variable Cross- Section Based on the Transfer Matrix Method |
229-238 |
| Wanninger, Flavio |
Upscaling the “ETH House of Natural Resources” |
638-645 |
| Wei, Xing |
New Assessment Method on Shear Resistance of Perfobond Shear Connectors in Steel-Concrete Composite Structure |
654-659 |
| Wood, Antony |
Tall Buildings: The Next Generation |
16-23 |
| Wright, Michael |
Thermo-Mechanical Controlled Processing of Steels and the Essential Role |
762-769 |
| Wu, Wenpeng |
Seismic Performance of Cable-Stayed Bridges Subjected to Different Types of Ground Motions |
127-135 |
| Wu, Wenqing |
Research on Mechanical Properties of New Orthotropic Steel Bridge Deck |
630-637 |
| Wu, Xun |
Effect of Strain Level on Corrosion of Prestressing Steel Strands |
292-299 |
| Xia, Ye |
Optimized Live Load Model Determination Method for Fatigue Assessment of Bridge Structures |
269-276 |
| Xiao, Wenhao |
Static and Dynamic Experimental Analysis of An Immersion Joint |
953-960 |
| Xie, Faxiang |
Electrochemical Test Research on Corrosion Resistance of Cable Wires with Different Protection Layers |
285-291 |
| Xie, Hongbing |
Application of Tuned Mass Dampers for the Hong Kong-Zhuhai-Macau Bridge for Mitigation of Wind Vibrations |
812-819 |
| Xu, Chen |
Study on Utilizing Carbon Fiber Mortar as Sensor to Investigate the Fatigue Damage of Concrete Deck Slab |
590-597 |
| Xu, Dong |
Ultimate Capacity Calculation Method of Concrete Box Girder under a Given Load Condition |
378-385 |
| Yan, Bin |
Impact of Bearing Friction Resistance on Mechanical Characteristics of Track- bridge System |
173-179 |
| Yang, Muye |
Parametric FE Analysis for Fatigue Behavior of Rib-to-Deck Welded Joints in Orthotropic Steel Decks |
264-268 |
| Yang, Wen-Wu |
Advancement of Immersed Tunnel Construction Technologies in Sub-sea Crossings |
931-937 |
| Yingqi, LIU |
A Study of Construction Optimization in Shallow Bias Tunnel Based on Multi- displacement Back Analysis |
961-966 |
| Yu, Yong Jae |
Validation of Dynamic Increase Factors in Structural Design Codes |
371-377 |
| Yuan, Aimin |
Torsional Behavior of a Under-Deck Cable-Stayed Footbridge |
77-84 |
| Zhan, Hao |
Flutter Stability Studies of Long Span Bridge with Active Control Wing Plate by CFD Numerical Simulation |
441-447 |
| Zhang, Lianzhen |
Dynamic Response of Large Span Self-anchored Suspension Bridge Under Moving Vehicular Load |
188-195 |
| Zhang, Liye |
Reliability Assessment for Bridge Structure Based on Multiple Failure Modes |
691-698 |
| Zhao, Hong |
Explore the Keynote of Structure Design on Super High-rise Building in Guangzhou– The application of Total Design |
922-929 |
| Zhao, Xin |
Comparison Study between Traditional Viscous Damper and Toggle-Brace-Damper System in Integrated Optimal Seismic Design for Super Tall Buildings |
394-400 |
| Zhao, Xin |
Integrated Optimal Wind Performance Design of Super Tall Buildings Under Human Comfort and Stiffness Constraints |
881-888 |
| Zheng, Hui |
Experimental Study on Shear Behavior of Prestressed Ultra-High Performance Concrete I-girders |
775-785 |
| Zhou, H J |
Experimental Study of Model Cable Inter-supported by a Shape Memory Alloy Wire |
448-455 |
| Zhou, Xiao-Yi |
Multi-scale Finite Element Based Durability and Reliability Analysis of |
401-408 |
| Zhuang, Xiang |
Effect of Corner Modifications on Wind Pressure Characteristics of |
239-246 |
| Zobel, Henryk |
Fire of Steel Plate Girder Bridge With an Orthotropic Deck |
667-674 |
