Dissertation > Excellent graduate degree dissertation topics show
Analysis of Structural Behavior and Construction Control of Short-Pylon Cable-Stayed Bridge
Author: GaoXiang
Tutor: LiYaDong
School: Southwest Jiaotong University
Course: Bridge and Tunnel Engineering
Keywords: short-pylon cable-stayed bridge continuious rigid frame bridge cable-stayed bridge prestressed concrete mechanical behavior finite element theory construction control
CLC: U448.27
Type: Master's thesis
Year: 2007
Downloads: 304
Quote: 3
Read: Download Dissertation
Abstract
|
With the rapid development of the bridge construction projects, many new bridge types have been produced. The short-pylon cable-stayed bridge(partially cable-stayed bridge) has been considered as a new type of structure in recent 20 years. Presently, there are more than 50 short-pylon cable-stayed bridges in the world. The short-pylon cable-stayed bridge has been widely applied in many areas of the world because of the excellences of beautiful sculpt, harmonious landscape, advanced technology, low-cost, construction convenience etc.Although the short-pylon cable-stayed bridges have developed quickly, and the experience of the design and construction has accumulated, the short-pylon bridges are being in the gradual knowed stage. Its conformation characteristics, mechanical behaviour, similarities and differences between the continuious rigid frame (continuous girder) bridges and the cable-stayed bridges have not been completely understood.In this paper, The conformation characteristics of the cables, pylons, structure system, span arrangement and cross section style, parametric selection of the girder are discussed in detail through the comparison between the short-pylon cable-stayed bridges, the continuious rigid frame bridges and the cable-stayed bridges based on The Sanmenjiang Bridge and the research results of former scholars. And, the parameter selecting principle of structure design is analysed. The static and dynamic characteristics of three bridge styles are analysed based on the finite element theory. The similarities and differences of three bridge styles in mechanical performance, the applicability of the short-pylon cable-stayed bridges are researched in virtue of the internal force envelope curve of the beams and cables, the contribution-coefficient of cable tension, the natural frequency and vibration models of the entire bridge.The construction control is important in the bridge construction. With the increasing span, the diversifying styles of structures and the rapid development of construction methods, its function is gradually stressed. In this paper, the schemes, methods, analysis and achievement of The Sanmenjin Bridge construction control are introduced in detail.
|
Related Dissertations
- The Large Concrete Hydration Heat Temperature Effects Research of the Cable Stayed Bridge,U441.5
- Study on Fiber Laser Welding of Aluminum Alloy with Filler Wire,TG456.7
- Technology Research on the Cable Replacement of Prestressed Concrete Cable-stayed Bridge,U448.27
- The Monomer Compoment and Fillers Microstructure Effect on the Properties of Dental Resin Composites,R783.1
- Study on the Structure and Property of Polycaprolactone/Chitosan Nerve Conduits,R318.08
- Domestic and concrete highway bridge design method comparative analysis,U448.14
- Units containing bibenzimidazole polyimide synthesis , structure and properties,TQ323.7
- Prestressed concrete bridge damage detection and evaluation methods,U448.35
- A project supervision model of multi-project management company,F284
- Six red River cable-stayed bridge overall performance and girders, towers local performance,U448.27
- Varying analysis considering shear lag effects of variable cross-section PC cantilever box girder,U448.213
- North Jiangqiao Cheng bridge and construction process force performance analysis,U448.27
- Yangpu Bridge Stress Analysis,U441
- Excavation of earth and rock at the junction of strata tunnel surrounding rock and supporting structure stability analysis,U451.2
- PC box girder creep effect analysis based on ANSYS secondary development,U448.35;U441
- Study on Reasonable State and Performance of Cable-stayed Bridge,U448.27
- Large Span Prestressed Concrete Continuous Rigid Frame Bridge Analysis and Construction Control of Long-term Practice of Deflection,U448.23
- Research on the Whole Structrue and Detail Structrue of Cable-Stayed Bridge,U448.27
- The Construction Control for PC Continuous Beam Bridge,U445.4
- Dynamic Reliability Evaluation of Existing Prestressed Concrete Bridge Based on Bearing Capacity,U441
- The Numerical Analysis of the Crack of Prestressed Concrete Continuous Box Girder Bridge in Cold Area,U448.213
CLC: > Transportation > Road transport > Bridges and Culverts > All kinds of bridges > Bridge: Structure > Cable-stayed bridge
© 2012 www.DissertationTopic.Net Mobile
|