cable - stayed bridge

As a structure of light, a large bridge across the ability to type, Cable-stayed bridge has been a great development in recent decades.

The deduced method and steps can be used for the design and construction monitoring of cable-stayed bridge and tied arch bridge.

The stay cable is an important component of the low-pylon cable-stayed bridge whether it is from the point of structure or the aesthetic.

Background: English architect Norman Foster designed this massive cable-stayed bridge to carry travelers over the valley of the Tarn River.

A cable-stayed bridge design should take into consideration the harmonious relationship between the bridge and its ambient environment.

Modal test based on ambient excitation is almost the only way to understand the dynamic property of the in-service cable-stayed bridge.

Therefore, it is a new attempt to apply low-pylon cable-stayed bridge to a super large railway bridge from Beijing to Shanghai.

Cable-stayed bridge, concrete cable-stayed bridge especially has excellent performance, and is widely used in the large-span bridges .

A reasonable status of the completed cable-stayed bridge include reasonable force state, and a reasonable linear state.

The cable pylon tower is a key part for controlling the design and construction of the long span cable-stayed bridge.

This study attempts to clarify mechanism of a secondary axial flow in rain-wind induced vibration of the stay cables in cable stayed bridge.

The construction monitoring of a cable-stayed bridge structure is indispensable in course of construction of the bridge.

At present, the law of the research on traveling wave effect for cable-stayed bridge with support system is rare in domestic.

Design of composition section is one of the key techniques in design of hybrid beam cable-stayed bridge.

One of the representative cable-stayed bridge models is the cable-beam model, which has obvious advantages.

By applying this method to a large-span cable-stayed bridge, the validity and feasibility of this method was verified.

Cable-stayed bridge of cooperative system is a relatively new structure form of cable-stayed bridge.

Xiantao Hanjiang Highway Bridge is an asymmetry prestressed concrete cable-stayed bridge with single tower and double cable planes.

The calculation method and the conclusions can be referenced to mechanic analysis of the same type pylon of cable-stayed bridge.

The research results provide helpful guidance and valuable reference for the construction of the super long-span cable-stayed bridge.

Hope that the conclusions in this thesis can provide some reference for composite girder cable-stayed bridge design and construction.

Finally, a soundness monitoring system for a three-tower cable-stayed bridge was cited as an example.

The entire computation analysis provides a reference for the super long span cable-stayed bridge pylon tower's design and construction.

The main vibration modes and modal damping of cable-stayed bridge with CFRP cable were similar to those of steel cable-stayed bridge.

Therefore, the static and dynamic behaviors and analysing method of single-tower cable-stayed bridge are comprehensively understood.

With the data example, dynamic property analysis of cable stayed bridge could be further discussed.

In this paper, the method of design and installation of viscous shearing damper for the strand cables of cable-stayed bridge is presented.

Therefore, the precise and effective seismic design on cable-stayed bridge to ensure the seismic safety have great significance.

Taking Yongjiang super-large cable-stayed bridge as an example, model experimental study of united twin-pylons was carried out.

The model test results show that the cable-stayed bridge with twin-united pylons and twin separate girders is feasible.

Hybrid Girder Cable-Stayed Bridge is a new direction in modern large span bridges for its'unique structural characteristics.

Low-pylon cable-stayed bridge is a novel type of combination bridge between continuous beam bridge and cable-stayed bridge.

By modal experiment of a cable-stayed bridge, this paper got the structure's natural frequency based on ambient vibration.

The main bridge of the 3rd Nanjing Changjiang River Bridge is a steel pylon and double cable plane cable-stayed bridge.

Cable-stayed bridge is highly redundant complex structure, mainly by the dead load force control.

Study on the structural behavior of anchorage zone of cable-stayed bridge has attracted much attention in bridge circles.

The cable-stayed bridge with its many geometrical configurations will be applied in great numbers in the future.

Trial method based on the forward analysis was used to determine the initial cable force of Xinyan cable-stayed bridge.

In the construction of the steel box girder cable-stayed bridge, the effects of the temperature can't be ignored.

In this thesis, the error characteristics and the sources of large-span cable-stayed bridge during construction are researched.

Cable-stayed bridge is a kind of highly statically indeterminate structure that its design and construction are very difficult.

the slide shuttering method, is selected for use in the construction of main girder of Gonghe Cable Stayed Bridge in Shenyang.

The scenic overlooks bridge in safari park in Hefei is a reinforced concrete single-pagoda cable stayed bridge.

The multi-scale damage analysis method for steel box girder is presented with respect to Runyang Cable-stayed Bridge.

It contributes to the design and construction of short tower cable-stayed bridge or similar structure.

This paper targets as Suifenhe concrete cable-stayed bridge box girder and analyzed the temperature effect of box girder.

The superstructures of cable-stayed bridge mainly include three parts: tower, main girder and stay cable.

Through the above analysis, providing reference for seismic design and analysis of multi-tower cable-stayed bridge. 3.

Cable-stayed bridge is the unitized structure system composed by the tower, and cable.

It proves that the method has great practical values in cable-stayed bridge engineering.

Lin Hai bridge is a cable-stayed bridge with a single pylon and one cable plane.

Finally, extreme accident pre warning method of Binzhou cable stayed bridge is investigated.

Long-span cable-stayed bridge is one of the most important modern bridge types.

The cable-stayed bridge with larger span must use steel-concrete composite girder or steel girder.

Nanjing Third Yangzi River Bridge is the first cable-stayed bridge in China of which the main tower is in the form of steel structure.

The calculation and construction of cable force adjustment of Gonghe cable-stayed bridge after closure are studied. 4.

The Xiamen Yuanboyuan No. 11 Bridge is a hybrid girder cable-stayed bridge with a single tower and double cable planes.

The special mechanics behavior and the superiority in construction make the cable-stayed bridge has a widely use in long-span bridges.

This paper sets about analyzing and studying the feature of bearing force about kunyu river cable stayed bridge and spread it.

according to forced characteristics of cable on cable - stayed bridge , a new method determining cable tension is provided.

Cable-Stayed Bridge is a kind of composite structure composed of three basic components of cable, tower and beam.

This kind of cable-stayed bridge make the arrangement of span and the global force reasonable.

The Bridge is a twin-deck cable-stayed bridge crossing the H Channel.

Cable-Stayed Bridge is a kind of bridge with deck system compressed and supporting system tensioned.

We are going to build the largest cable stayed bridge in the nation here.

Cable-Stayed Bridge has longer span than Girder Bridge and it is more economic than Suspension Bridge in reasonable span length.

Nanjing Third Yangtze River Bridge is the super-huge cable-stayed bridge in China which first applied in the construction of steel-pylon.

With the scale of cable-stayed bridge enlarging, more and more attention is paid for the seismic behavior of cable-stayed bridge.

With the scale of cable-stayed bridge enlarging continuously, the construction monitor becomes more and more important.

The height of the poles is 100 m yet. Soon it will be 320 m. And it will become the world's biggest cable-stayed bridge.

The cable-stayed bridge with single tower has got more and more recognition because of its economical and aesthetic.

So that it can provide the references for extradosed cable-stayed bridge design. The main research contents are as follows: 1.

So, it is great significant to the construction and maintenance of the cable-stayed bridge to study the vibration mechanism of stay rope.

Drawing out a Deformation Monitoring Program for the Cable Tower of a Large Cable stayed Bridge

Spatial static non-linear analysis of cable-stayed bridge with composite girder and study of its eigenvibration problem

Structure and Operation of Towing-Cable Suspended-Wagon Used for Construction of Cable-Stayed Bridge

The structure analysis of a curvilinear cable - stayed bridge with a unilateral cable system

Study of Energy Dissipation and Seismic Mitigation Design Method for Long-Span Cable-Stayed Bridge Structure

Spatial Nonlinear Analysis of the Reasonable Cable Tension for a Thousand-meter Scale Cable-stayed Bridge Under Permanent Loads

Analysis of the Ultimate Load Carrying Capacity for Long Span Cable-stayed Bridge with a Plate-Truss Composite Beam

Analysis of the oscillating frequency technique on cable stress detection of cable-stayed bridge and its application

Study of Equilibrium Characteristics of Structure Static Force of Cable-Stayed Bridge without Backstays

Study of Nonlinear Seismic Response of Single Pylon Cable-Stayed Bridge Featuring a Jointed Pylon and Separated Decks

Dynamic-based Evaluation of Load-carrying Capacity for a Prestressed Concrete Cable-stayed Bridge with Single Tower

Study of Local Relative Deformation of Steel Box Girder of Cable-Stayed Bridge During Cantilever Installation

Temperature Influence and Its Field Correction During Construction Control of Concrete Cable-Stayed Bridge

Body-swinging technology for an elevated cable-stayed bridge crossing over a railway

Design of Non-back Cable-stayed Bridge made of Prestressed Concrete on Tongling Road of Hefei City

Analysis on Architectural Conversion of Unidirectional Slope Cable-Stayed Bridge and Its Control Measures

Autocorrelation Analysis of Resistance of the Main Beam in Concrete Cable-stayed Bridge during Construction

Study on Mechanical Behavior of a Prestressed Concrete Cable-stayed Bridge in Construction State

The Experiment Study of Vicious Shear Damper Used in the Cable-stayed Bridge

Buffeting Response and Its Effect on Construction Crew's Safety at Stage of the Longest Cantilevers of Cable-Stayed Bridge

Dynamic Properties and Seismic Response of a Cable- stayed Bridge with Concrete-filled Steel Tube Pylon

Slipping Control of Main Girder in System Conversion of a Cable-Stayed Bridge with Unidirectional Slope

Structural Design and Research of Fully Covered Double-Deck Cable-Stayed Bridge with an Irregular Shape Single Pylon

Theoretical study of vertical free vibration of collaborated system cable-stayed bridge

Study on the Non-Uniform Distribution of Normal Stress in the Main Girder of a Single Pylon Cable-Stayed Bridge

Simulation Analysis of Construction Control of Pylon of a Single Pylon Cable-Stayed Bridge Without Backstays

Optimal Design of Mix Proportioning of Massive Concrete for Pylon Pier Footings of a Cable-Stayed Bridge

Study of the Space Points Location Technique for Cableway Tube of Cable Stayed Bridge

Study on the prearranged angle of girders in construction state for a thousand-meter scale cable-stayed bridge

Technical Measures to Enlarging Span Length of Cable-Stayed Bridge

Study on the Initialize Heights of Girders in Construction State for a Long-span Prestressed Concrete Cable-stayed Bridge

Study of Static and Dynamic Load Tests for Sifangtai Cable-Stayed Bridge, Harbin at Completion Stage

Test Study of Fatigue Capability of the Anchorage of Cable Beam of Cable-stayed Bridge

Study of Seismic Response Characteristics of Low Gravity Center Cable-Stayed Bridge

System Simulation Theory and Its Application to Concrete Cable-Stayed Bridge Construction

Three Dimensional Stress Analysis of Main Box Girder with Twin-Box Single Cross Section Used in Cable-Stayed Bridge

Design and Construction of Travelling Carriage Used in Cang'an Road Cable-Stayed Bridge in Shijiazhuang City

Experimental analysis of the extension of the ring prestressed steel bundle with great tonnage in the concrete tower of cable-stayed bridge

Parameter Analysis of Bottom Flange Thickness of Main Girder with Box Cross Section Used in Cable-stayed Bridge

Segmental Model Test Study of Steel and Concrete Composite Anchor Zone on Pylon of Cable-Stayed Bridge

Study on Typical Dynamic Characteristics of a Long-span Prestressed Concrete Cable-stayed Bridge

Research and application of the whole-section-welding technology for the produced steel box beam of cable-stayed bridge

Study on Linear Control of Girders in Construction State for a Thousand-meter Scale Cable-stayed Bridge

Finite Element Analysis and Test Study of Dynamic Behavior of Single Pylon Cable-Stayed Bridge

Structure Design Features of a Cable-stayed Bridge with Concrete-filled Steel Tube Tower

Determination of Control Cable Length of PC Cable-stayed Bridge

The study of the stress distribution characteristic on separated girder-plate section of prestressed concrete cable stayed bridge

Researching on Mechanical Properties of Long-span Suspension Bridge and Cable-stayed Bridge Deck Surfacing under Vertical Static Loading

Installation Technology of Steel Girder for Main Span of a Single Pylon Cable-stayed Bridge over Haihe River

Performance Study of Skid Resistance of Stay Cables for Cable-stayed Bridge with Short Pylon

Construction Process Calculation Analysis for a Prestressed Concrete Cable-stayed Bridge at Wuhekou

The influence of the space between transverse beams on the critical bearing capacity of composite beam cable-stayed bridge

Spatial Nonlinear Cable Force Optimum in Two Stages for Thousand-Meter Scale Cable-Stayed Bridge

Research of Dynamic Characteristics and Wind Resistance for Cable-Stayed Bridge with One Pylon and Single Cable Plane

The Construction Supervision and its Target Precision Value of Long - span Steel Cable - stayed Bridge

Seismic Response Reduction of a Super-Long-Span Cable-Stayed Bridge by Adding Dampers

Technique for Installation of Steel Conduits at Tower Column of A Cable Stayed Bridge

Safety Test and Evaluation of the Completion of a Cable-stayed Bridge

Concrete Construction Technique of the Middle Tower of the Main Tower in Binhai Cable-stayed Bridge

Discuss on Construction Controlling Method for Prestressed Concrete Partition Cable- stayed Bridge

Experimental Investigation of Wind-Resistant Behavior of Cable-Stayed Bridge of Hangzhou Bay Bridge over North Navigable Channel

A part of cable stayed bridge is taking the analysis on girder interaction effect structure dynamic force into consideration

Three Dimensional Stress Analysis for the Joint Between the Tower and the Beam of Cable-stayed Bridge

Research and application of optimum adjustment of cable force for congruence beam cable-stayed bridge during construction stage

Simulation of construction control for one inclined tower cable-stayed bridge of steel-concrete composite box girder without back stay

Dynamic Characteristic Computing and Examination Analysis of Single-column Pylon of Single-cable-plane-cable-stayed Bridge

Simulation Calculation of Construction of Prestressed Concrete Cable-Stayed Bridge with Form Travelers

A Method About Concrete Stress Conversion in Construction Monitoring of Prestressed Concrete Cable Stayed Bridge

Dynamic Response Analysis of Cable-Stayed Bridge by Considering Partial Effect Subjected to Arbitrary Excitation

Camber setting in transverse direction of steel box beam cable-stayed bridge

The Construction of The Tower of The Main-passage Cable-stayed Bridge of Donghai Bridge Project

Model tests on steel-concrete joining section of main girder of a cable-stayed bridge

Research on Rational State of Accomplishment of Partial Cable-stayed Bridge

Installation of Superstructure of Composite Girder Cable-Stayed Bridge of Donghai Bridge over Main Navigable Channel

Study on Optimal Arrangement for Displacement Measured Points in Construction Control of Partial Cable-stayed Bridge

Research on the Analytical Model and Dynamic Characteristics of the Cable-Stayed Bridge of Runyang Bridge

Analysis of buffeting response and vibration-restraining for cable-stayed bridge with single tower at construction stage

Three-dimensional Space Bending of Double-Box Girder Subsection of Main Cable-stayed Bridge for Changjiang River Bridge Shanghai

Forward-analysis method to determine construction force of cable-stayed bridge

The Application and Research of Parameter Identification Method on Construction Stage for Part Cable- Stayed Bridge

Applications of construction method with fixed supporting pier and slide form and frame in cable-stayed bridge construction

Research on Stress Distribution and Effective Width for Plate Type Girder Section of Prestress Concrete Cable Stayed Bridge

Effect of Different Longitudinal Restraint Rigidities on Dynamic Characteristics of Girders of Cable-Stayed Bridge

Static Reliability Analysis of the Main Girder of Concrete Cable-stayed Bridge

Construction Control of a Partially Cable-Stayed Bridge

Description on Analysis of Dangerous Defects and Nondestructive Testing Method of Fusion Fillet Weld of Anchor Box for Cable Stayed Bridge

Stress Analysis of Steel-Concrete Combined Sections in a Cable Stayed Bridge with Single Tower

Static Analysis of Unidirectional Slope Cable-stayed Bridge during System Transformation

The FEM Analysis on Cracks of a Reinforced Concrete Cable -Stayed Bridge

Research of Construction Monitoring Techniques for Cable-Stayed Bridge Cable Replacement

Design of the Cable Suspended Wagon Used in Cable Stayed Bridge of Cang'an Road

Ambient Vibration Tests and Identification of a Large Cable-Stayed Bridge

Transverse Stress Analysis of a Partial Cable-stayed Bridge

Analysis of Influences of Subsidiary Piers on Mechanical Behavior of Long-Span PC Cable-Stayed Bridge with Unequal Height Pylons

Heat preservation technic in winter construction at the Songhua River Bridge(cable- stayed bridge)

Analysis on Nonlinear Seismic Response of Long-span Cable-stayed Bridge Subjected to Asynchronous Excitation

Optimum tensioning in construction state of cable-stayed bridge

Finite Element Modeling and Model Updating of a Cable-Stayed Bridge

Testing Study of Bearing Behavior for Main Beam Model of Cable-Stayed Bridge

Analysis of Section Deformation of Flat Steel Box Girder of Long Span Cable-Stayed Bridge During Cantilever Installation

Research on Methods for Determining the Reasonalbe Cable Tension in Completion State of Cable-stayed Bridge

Determination and Optimization of Cable Stresses during Construction for Cable-stayed Bridge

On Simplification of the Computation Model for Large Span Highway and Railway Cable-stayed Bridge

The Static and Dynamic Test and Analysis to Assess the Actual State of Cable-stayed Bridge

Application of New Type of Form Traveler Guyed by Single Cable Plane for Xichang Cable-Stayed Bridge in Tonghua

Time-Domain Analysis and Safety Evaluation of Wind-Induced Buffeting on Pylon of Cable-Stayed Bridge at Construction Stage

Analysis of the response to earthquake of the pile-soil-single tower cable stayed bridge interaction

Mechanical Characteristics Analysis of Partially Cable-stayed Bridge

Earthquake response analysis of a cable-stayed bridge

Construction Control Calculation of Yunyang Highway Cable-stayed Bridge on Changjiang River

Study of optimal arrangement of prestressed tendonsin pylon for cable-stayed bridge

Dynamic Analysis of a Cable-stayed Bridge with Open Section Main Beam

Construction of the fan-type inclined cable for double tower double cable plane cable stayed bridge

A New Method for Optimized Design of Cable-Stayed Bridge with Consideration of Dynamic Characteristic Constraint

Structure Design and Research on Inclined Concrete Pylon of Harp-Type Cable-Stayed Bridge with No Backstays

Construction of Cable Exchanging for Cable-Stayed Bridge with One Pylon and Single Cable Plane

Structural-safety-evaluation-oriented baseline finite element model of long-span cable-stayed bridge

Variability in Dynamic Properties of Cable- stayed Bridge under Routine Traffic Conditions

Parameter Identification for Construction Control for Cable-stayed Bridge

Technical Points for Main Beam of Rotational Cable-stayed Bridge With Rare Stay Cables Constructed by Support Method

Study on the Nonlinear Seismic Behavior of a Cable-stayed Bridge

Simulation Analysis of the Stress in Towers of E'huang Highway Cable-stayed Bridge over Yangtse River

Constructional Mechanical Analysis of Girder of Cable-stayed Bridge with Single Tower and Single Cable Plane

Analysis on Influenced Factors of Vertical Rigidity for Railway Cable-stayed Bridge Composite Beams

Analysis on Spatial Seismic Response of Long-span Cable-stayed Bridge Under Asynchronous Excitation

Train running safety and comfort analysis of the cable-stayed bridge on Wuhu Yangtze-river bridge

Wind-induced Vibration Analysis and Control Measures for Main Tower Construction of Cable-stayed Bridge

Experimental and Theoretical Analysis of Full Size Model of Anchorage Zone Segment of Cable Stayed Bridge Tower

Design and construction of wellpoint precipitation on main tower base slab of Songhua River cable-stayed bridge

Load Transmitting Mechanism of Long-span Steel Box Girder Cable-stayed Bridge on Anchorage Zone between Cable and Beam

New Evolution of Prestressed Concrete Cable-stayed Bridge Construction Control

Finite element analysis on the spacial stress in cable -stayed bridge without back stables at Tongling Road, Hefei

Turning of a Curved Cable-stayed Bridge on the Fifth Ring Road of Beijing

Exploration of the optimal cable tension of cable-stayed bridge under permanent loads

Analysis on the Anti-Wind Performance of the Cable-Stayed Bridge with Large-Span Composite Beams

Summarized Comparison Study on Global Static Stability of the Su-Tong Cable-Stayed Bridge

The Present Situation and Key Construction Technique for Prestressed Concrete Cable- stayed Bridge in the Highway of Home and Abroad

Spatial analysis on the mechanical behaviors of steel-concrete composite beam of long-span cable-stayed bridge

Study on the Nonlinear Influence of Temperature on Long-span Steel Cable-stayed Bridge During Construction

Stress influence on main girder with box cross section used in cable-stayed bridge caused by inclination of inclined web

Design of Multiple Main Truss Cradle for a PC Cable-stayed Bridge in Lanzhou

Nonlinear transient response of stay cable with viscoelasticity damper in cable-stayed bridge

Principal component feature extraction of dynamic characters in long span cable-stayed bridge

Discussion on calculating method for stability of cable-stayed bridge with single tower and single cable plane

Ambient Vibration Tests and Analysis of a Large Span Cable-Stayed Bridge

Influence of Tower-girder Connection for the Construction of Main Girder in Cable-Stayed Bridge

A Study and Application of Monitoring and Measurement Technology for Cable Tensions on Cable-Stayed Bridge

Analysis of ultimate bearing capacity on cable-girder anchorage zone of cable-stayed bridge with steel box girder

Seismic response analysis of long-span cable-stayed bridge under multi-support random excitations

Vibration of Cable in Cable-stayed Bridge and Its Vibration Reduction

Comparison between Design of Partially Cable-stayed Bridge and Continuous Girder Bridge

Dynamic Characteristic Analysis of Single-column Pylon of Single-Cable-plane Cable-stayed Bridge

Spacial analysis of internal force and stability on cable-stayed bridge without back stay over Liuyang river

Analysis and Study of Influence of Nonlinearities on Very Long Span Cable-Stayed Bridge

Technical conditions for hot-extruding PE protection high strength wire cable of cable-stayed bridge

Accurate Calculation of Cable State of Cable Stayed Bridge

Cable stayed bridge prestress system layout and construction quality control

Parametric analysis of cable-stayed bridge with longitudinal viscous dampers

Durability Design of a New Type of Main Girder for Cable-Stayed Bridge

Design of Temporary Consolidation Devices of Cable-Stayed Bridge of Guangzhou Hedong Bridge

Nonlinear Time Domain Buffeting Response Analysis for Long-Span Railway Cable-Stayed Bridge

Vehicle-Bridge Coupling Vibration Analysis of Cable-Stayed Bridge of Tianxingzhou Yangtze River Bridge under Earthquakes

Stay Cable Vibration and Its Damping Measures of Cable-stayed Bridge

Structural Analysis in Numerical Simulation of Cable-Stayed Bridge's Construction

Construction Control of Concrete Cable-stayed Bridge by Cantilever Casting Method

Vibration Mode Measurement for Cable-Stayed Bridge Under Normal Traffic Condition

Analyzing and Estimating the Parameters of Cable-stayed Bridge for Construction Control by Using Neural Network

Cantilever-casting control of prestressed concrete cable-stayed bridge

Three-Dimensional Spacial Buckling of Separated Twin-box Deck Segment in Large-span Cable-Stayed Bridge

Analysis of experiment to weigh unbalanced weight of swing body in cable-stayed bridge on Beijing Fifth ring road

An analysis on design and computation for a cable stayed bridge

Mechanical Specific Character of Long-span Cable-stayed Bridge Pavement under Live Loading

Construction Technique for Integral Lifting of Large Form Travelers of Cable-stayed Bridge

Optimal Design of Main Girder of Single Cable Plane Cable-Stayed Bridge of the Second Fuling Wujiang River Bridge

Rotating Construction of Cable Stayed Bridge in South Station of Shijingshan, Beijing

Buffeting Analysis of Cable-Stayed Bridge in Consideration of Cables Oscillation

Construction Technique of Cable-stayed Bridge Pylon of Main Navigation Span for Donghai Bridge