|
论文编号 |
标题 |
关键词 |
0016 |
Evaluation of Damage Equivalent Factor for Roadway Bridges |
疲劳 |
0017 |
Prestressed Concrete Girder Bridges using Large 0.7 inch Strands |
大直径预应力钢绞线 |
0022 |
Strengthening of Pre-stressed Concrete Box Girder Bridges Using Carbon Fiber Reinforced Polymer (CFRP) Materials under Close-in Detonations |
CFRP(carbon fiber reinforced polymers) |
0025 |
Bridges, short and long term solutions for the London 2012 Games |
方案设计 |
0027 |
Light and Durable Steel-GFRP Pedestrian Bridges |
GFRP(Glass Fibre Reinforced Polymers) |
0031 |
Rating of Bridges incorporating Dynamic Effect of Moving Loads |
状态评估 |
0034 |
DESIGN OF THE LONDON 2012 OLYMPIC PARK BRIDGES H01 AND L01 |
方案设计 |
0040 |
Internal Unbonded Post-Tensioning in Direct Comparison to Internal Bonded Post-Tensioning by the Example of the Schallermuehle Viaduct |
体内无粘结后张预应力 |
0042 |
Corrosion of Bridge Cables and the Protection Methods |
拉索锈蚀 |
0043 |
Construction Challenges in Super Large Double-Deck Bridges-- Minpu Bridge Construction Practice |
闵浦大桥 |
0048 |
Bearing replacement and strengthening of Forth Road Bridge approach viaducts, UK |
拆除及加固 |
0050 |
Vehicle-Induced Vibration of Shitanshi Arch Bridge |
车致振动 |
0054 |
The Failure Mechanism Concept – An Innovative ULS Design Approach |
Deh Cho Bridge,Canada |
0056 |
Bridging Capacity and Aerodynamic Challenge of Long-Span Suspension Bridges |
大跨悬索桥,承载能力,抗风 |
0059 |
Superior deck arch bridges curved in plan |
空间拱桥 |
0067 |
Tunnels for Large Crossings: Challenges and Innovations |
隧道机械 |
0090 |
Auckland Harbour Bridge Box Girder Strengthening |
Auckland Bridge |
0091 |
Structural Performance of Hybrid Timber Girder Highway Bridge |
结构性能 |
0092 |
Experimental estimation of structural damage of RC bridge decks through the change of dynamic properties |
结构损伤 |
0096 |
Span Limitation of Self-anchored Cable-stayed Bridges and Possibility on Further Extension Using Partially Earth-anchored System |
自锚式斜拉桥,极限跨径 |
0097 |
Cylindrical Curved Panels Subjected to a Longitudinal Compression. |
Renault’s Bridge, France. |
0109 |
The Newly Structured Deployable Bridge with 48 Meter Span |
折叠桥 |
0115 |
Static Experimental Analysis on Full scale of Rail Transit Trough-Girder Bridge |
抗震 |
0129 |
Effects of Service Loading on the Behaviour of a Suspension Bridge |
Tamar bridge |
0137 |
Friction Coefficient in Bridge Sliding Bearings |
支座 |
0139 |
Development of the Steel-Concrete Composite Deck Bridge of Taxiway For hypothetical aircraft load |
钢混组合桥面板 |
0141 |
Design Research of Railway Bridges with Span Length Over 1000m in China |
铁路桥设计研究(跨径1000m以上) |
0145 |
Damage Model and Bilinear Approximation of Deteriorated wires in Bridge Suspenders |
吊杆,钢丝蜕化 |
0146 |
Experimental Study on Seismic Performance of Elevated Pile-cap Foundation of Bridges |
抗震 |
0148 |
Seismic Design of High-rise Tower for Cable-Stayed Bridges Under Strong Earthquakes |
抗震 |
0155 |
Dynamic Response Analyses for Human-induced Lateral Vibration |
动力响应分析 |
0156 |
Mathematical Bases of Interaction between Elements in Cable Stayed Bridges |
斜拉桥,传力机理 |
0157 |
The effect of modal parameter uncertainties on the vibration serviceability assessment of footbridges |
动力响应分析 |
0161 |
A Preliminary Bending Fatigue Spectrum for Steel Monostrand Cables |
钢绞线斜拉索 |
0177 |
Ultimate behavior and strength of five-span continuous suspension bridges |
五跨连续悬索桥 |
0188 |
Detailed Rail Track Analysis using FE Modelling Techniques |
动力响应分析 |
0190 |
Shear Fatigue of Prestressed Concrete Beams |
|
0193 |
Further development of network arches |
|
0195 |
Bridge strengthening by structural change: Optimization via genetic algorithm |
|
0196 |
Media City Footbridge, Salford, UK |
|
0202 |
Galindo-type Arch Bridges: A Conceptual Approach. |
|
0206 |
Structure Health Monitoring of a Skew Filler Beam Railway Bridge |
|
0207 |
Flexural Behavior of Steel Cables for Bridges |
|
0216 |
Bending of Converging Hangers in Steel Tied Arch Bridges |
|
0217 |
Approaches for Increasing the Load Carrying Capacity of Historic Bridges |
|
0234 |
Structural Types 3D Tensor (STT) |
|
0238 |
Stay Cables under Tension and Fatigue |
|
0240 |
New design idea for very long suspension bridge |
|
0241 |
Symbolic data analysis and supervised/ non supervised learning algorithms for bridge health monitoring |
|
0255 |
A New Three-Level Seismic Design Idea of Bridges |
|
0256 |
Numerical and Experimental Evaluation of Performance of Precast Segmental Bridge Piers with a Rectangular Hollow Section |
|
0262 |
Seismic Damage Control of Long Span Cable-Stayed Bridges by Energy Dissipation Subsidiary Piers |
|
0269 |
Damage Detection of a Long-span Bridge by Wind-induced Response |
|
0272 |
Effects of Cable Damping and Motion of Long Span Cable Stayed Bridge by Galerkin Method |
|
0278 |
The Penang Second Crossing Design and Construction |
|
0282 |
Aerodynamic Characteristics of a Cable-Stayed Bridge with a Span of 1,200m |
|
0298 |
Identification and Classification of European Bridge and Tunnel Types |
综述 |
0301 |
Analytical Study on Rigid Connection Detail of Steel-Concrete Composite Rigid Frame Bridge Using Bearing Plate |
|
0307 |
Non-Linear Seismic Behaviour of Under-Deck Cable-Stayed Bridges |
|
0308 |
Dubai Metro – The Longest Driverless Metro in the World |
|
0317 |
Methods for Analysis and Design of Preflex Composite Bridges |
|
0321 |
Experimental investigation of a deployable Tensairity arch |
|
0329 |
A Study of Steel Web Tapered Tee Section Cantilevers |
|
0331 |
The Use of Duplex Stainless Steel in Bridge Structures |
|
0339 |
Barcelona Llobregat River |
|
0342 |
Seismic Response of Cable-Stayed Bridges: Consequences of Project Decisions and Use of Seismic Devices |
|
0344 |
Severn Bridge – Recent Assessment of Main Suspension Cables |
|
0351 |
Enhancing the Efficiency of Bridge Construction |
施工效率 |
0353 |
Fatigue Evaluation of Orthotropic Deck for a Signature Bridge |
|
0354 |
New Bridge over a UNESCO World Heritage Site |
|
0360 |
The new arch bridge on the Valnerina valley |
|
0362 |
Generative Models Utilized for Superior Design Development |
|
0364 |
Investigation of an Arched Footbridge Funicular against any Loads |
|
0369 |
Method to Determine Ship-Bridge Collision Force on the Basis of Probability Principles |
|
0371 |
Application of Sustainable Design Software to Footbridges |
|
0376 |
The Use of High Molecular Weight Methacrylate on Concrete Bridge Decks |
|
0377 |
An Inspection Method for Assessment of Proto-Modern Road Bridges |
|
0378 |
Development and Design of an Innovative Opening Mechanism for a Footbridge |
开启式人行桥 |
|
LIGHT FOOTBRIDGES TO IMPROVE PEDESTRIAN ACCES OVER HIGWAYS IN ANDALUSIA (SPAIN) |
|
0388 |
Aeroelastic Analysis of a Bridge Deck Section with the Total Form of Flutter Derivatives |
|
0392 |
Detailed Dynamic analysis of large-span footbridges to optimize structural control measures |
|
0395 |
Monitoring System Design for Shanghai Yangtze River Bridge under Extreme Environmental Condition |
|
0396 |
Service Life Modelling of Reinforced Concrete Bridges |
|
0397 |
Optimum Strand Arrangement for Suspension Bridge Cable |
|
0400 |
Observed Along-Wind Vibration of a Long-Span Suspension Bridge Tower |
|
0405 |
Seismic Performance of Taizhou Changjiang Highway Bridge |
|
0408 |
Shear Strength Analysis of Ultra High Performance Pre-cast PC Bridge Joint with Lateral Force and Joint Type |
|
0409 |
The Closure Construction Techniques of JingYue Yangtze River Highway Bridge |
|
0420 |
Full-scale model test for behaviour of saddle of a extradosed bridge |
|
0422 |
Dynamic Responses of a Steel Curved Bridge Considering Scouring Effect |
|
0423 |
Design and Construction of a Double-leg Rib Arch Bridge |
明州大桥 |
0426 |
Design and Construction of The Second Agatsumagawa Bridge |
|
0451 |
Dynamic Characteristics Studies of an Ultra-long Suspension Bridge |
西侯门大桥 |
0453 |
Improving Reliability of Markovian-based Bridge Deterioration Model Using Artificial Neural Network |
|
0454 |
Preliminary Design of the Mersey Gateway Structures |
板桁体系斜拉桥 |
0462 |
Castiglione1 bridge design |
|
0465 |
A Study on Slip Form System for High-rise Pylon using GPS |
|
0473 |
Talavera Bridge – Description of the project and main construction issues |
|
0475 |
Rehabilitation of Super Optimised Major Concrete Bridges |
|
0478 |
Cable-stayed Bridge Resonance with Cables:Dubrovnik Bridge Case Study |
|
0479 |
FRP design rules for next generation sustainable bridges |
|
0484 |
Bridge Management : Theoretical Concepts … or Practical Tools ? |
|
0496 |
Ship Collision Protection for Sea-Crossing Long-Span Bridges |
|
0500 |
Vibration based criteria for damage control in bridge structures |
|
0501 |
Research on the major dominant bridges of the Wuhan-Guangzhou High-speed Railway |
|
0503 |
Planning of construction sequence for suspension bridge by analysis and simulation |
|
0506 |
Behaviour of R/C Arch Structure Subjected to External Loading |
|
0517 |
Strengthening of pre-stressed I-roof-beams with external post-tension |
|
0529 |
Structural Design and Lessons to Learn from Architecture |
|
0534 |
Anti-seismic Performance of Xihuahai Bridge, Longest Span Continuous Rigid-frame High-speed Railway Bridge in World |
|
0536 |
Spatial Analysis and Optimization Design for a Fly-bird-type Arch Bridge |
|
0549 |
Influence of spatial variability of ground motion on response of large concrete arch bridges |
|
0557 |
Conception of Post-Tensioning in Concrete Bridge Engineering using Optimization Methods – Basic and Examples |
|
0558 |
A comparison of three different systems of stress ribbon bridges |
|
0559 |
Methods to Lighten Bridges to Extend their Life |
|
0563 |
New comprehensive construction technology in multiple paratactic lines bridges in the Guangzhou South Railway Station |
|
0570 |
Investigation of an innovative PC box girder with basalt FRP webs |
|
0571 |
Influence of the Test Frequency on the Fatigue Behaviour of Stay Cables |
|
0573 |
Hyperbolic tower of a multi-span cable-stayed bridge |
赤石大桥 |
0575 |
Identification of Axle Spacing and Axle Loads of Moving Truck Using Dynamic Bridge Response |
|
0576 |
cable-stayed bridges: a formal and structural prospective. |
|
0581 |
Seismic Performance of an Integrated Steel Pipe Bridge Pier |
|
0582 |
Experimental Design Validation of a “W” Girder Used for the Construction of Mexico City Transportation System |
|
0587 |
The Use of Acoustic Monitoring to Extend the Life of Bowdon View Bridge |
|
0588 |
On the Identification of Cable Force from Vibration Measurements |
索力动测 |
0595 |
Hole in Current Design Standards for Concrete Structures |
|
0598 |
The Design & Construction of the Bridge over the Sava River at Ada Ciganlija in Belgrade |
独塔斜拉桥 |
0599 |
Taller, Longer, Lighter,…Faster? |
|
0617 |
Innovative Stone Arch Footbridges |
|
0618 |
Ölfusá bridge in S-Iceland – Planning of a new Cable Stayed Bridge across an active seismic fault |
|
0623 |
Calculation of the Objective Service State in Cable-Stayed Bridges |
|
0627 |
Sant Julia de Loria bridge, in Andorra. Structural design. |
|
0636 |
Fatigue Assessment on Fork End Connectors in a Cable Structure |
|
0640 |
Long Term Behaviour of an Integral Abutment Bridge Designed for its Limit Length |
|
0641 |
Experiences with monitoring systems for bridges and tunnels |
|
0642 |
The Design of Derby Cathedral Bridge, a Unique Cable-Stayed Swing Bridge |
|
0661 |
Time-Domain Analysis of the Buffeting Response of Long-Span Bridges |
|
0670 |
Bridges at the Edge of Town: Recent Experiences |
|
0676 |
Modern remote structural health monitoring - providing long-term confidence in a structure’s condition |
|
0677 |
Middle Pylon Safety Assessment for Three-Pylon Suspension Bridge |
|
0679 |
Strengthening the Major Bridges on the A45 Motorway:Recalculation – Immediate Measures – Reinforcement Concepts |
|
0680 |
Expansion joints for ever longer, lighter bridges |
|
0693 |
Active vibration control -A new approach to build extremely light bridges |
|
0694 |
Structural Management of Avonmouth Bridge |
|
0702 |
A proposition for a new construction method for cast-in-situ multi-span integral bridges |
|
718 |
Dynamic testing and analysis of an existing modular expansion joint |
|
719 |
Realization of Sava Bridge Project in Belgrade (Serbia) |
|
734 |
Verification in situ of the behaviour of a new 3-span concrete integral road bridge |
|
739 |
Design-Build of the Longest Cable-Stayed Span in the Americas John James Audubon Bridge |
|
749 |
Parametric Study of the Stay Cables of a Major Cable-Stayed Bridge under Vibration Mechanisms |
|
750 |
Brandangersundet Bridge – A slender and light network arch |
|
760 |
Tension Force Measurement of Sagged Cable with an Intermediate Support |
|
761 |
Innovative Bridge Weigh-in-motion System for Enforcement Application |
|
763 |
Bridge over River Wa Umiam at Bara Pani |
|
765 |
Influence Line Calculation of Existing Bridges in BWIM System |
|
784 |
Development of the Erection Method for Spatial Structures with Keel Trusses |
|
788 |
The Causes of the I-35 West Bridge Collapse |
|
847 |
Messina Straits and Beyond – Active or Passive Flutter Stabilisation? |
墨西拿 |
849 |
A30 Bridge Montreal - Aerodynamic Stability of Parallel Box-Girders |
|
859 |
SPS Bridge Decks for New Bridges and Rehabilitating Existing Bridges |
|
873 |
Influence of the geometrical imperfections over the structural response of a proposal network arch bridge in Catalonia |
|
886 |
Structural Health Monitoring: some guidelines for a proper use |
|
890 |
Numerical/experimental research on welded joints in aluminium truss girders |
|
893 |
Construction of Long Viaducts with the Use of Various Technologies |
|
894 |
Experimental and Numerical Study of a GFRP-SFRSCC Hybrid Footbridge |
|
897 |
Transversal Climatic Thermal Stresses in Concrete Box Cross-sections |
|
900 |
Viaduct over Indigenous Forests at Langeni |
|
907 |
Construction Optimisation of RAO II Bridge |
|
925 |
Hålogaland Bridge Cable Structures |
|
928 |
Balanced Lift Method for Moveable Bridges |
|
937 |
Aerodynamics of the Messina Bridge Deck Progetto Definitivo |
墨西拿 |
938 |
Messina Strait Bridge - Safety and Comfort Runability Analysis |
墨西拿 |
939 |
Messina Bridge - Structural Health Monitoring System |
墨西拿 |
940 |
Messina Strait Bridge - Suspension System |
墨西拿 |
941 |
Messina Strait Bridge – Bridge Articulation |
墨西拿 |
942 |
Messina Strait Bridge - Suspended Deck |
墨西拿 |
948 |
Messina Bridge - Reliability Based Inspection and Reliability Centred Maintenance - The Challenge |
墨西拿 |
951 |
Messina Bridge - Seismic Response and Design |
墨西拿 |
952 |
Messina Bridge - Design Concept, from early Days to Present |
墨西拿 |
954 |
Messina Bridge – Erection Procedures and their Structural Issues |
墨西拿 |
955 |
Messina Bridge - Study of the Seismic Behaviour of the Foundation System |
墨西拿 |
961 |
Forth Replacement Crossing – Project Background and Feasibility |
FRC专辑 |
962 |
Forth Road Bridge – Main cables and Anchorages |
FRC专辑 |
963 |
Forth Replacement Crossing - Concept Design |
FRC专辑 |
964 |
Forth Replacement Crossing - Design Criteria |
FRC专辑 |
965 |
Forth Replacement Crossing - Specimen Design and Construction Planning |
FRC专辑 |
966 |
Forth Replacement Crossing - Tender Design |
FRC专辑 |
968 |
Forth Replacement Crossing - Construction Proposals |
FRC专辑 |
979 |
Axially suspended decks for road and railway bridges |
|
999 |
Messina Strait Bridge - Towers |
墨西拿 |
1009 |
The Messina Strait Crossing: general outline of the project |
墨西拿 |