Research on Design of Self-anchored Cable-stayed Suspension Bridge
Wan Qi-bai
Abstract
Wan Qi-bai
Abstract
The self-anchored cable-stayed suspension bridge was put forward based on analyzing the characteristics of earth-anchored cable-stayed suspension bridge in view of the bad natural conditions such as the soft foundation,the violent typhoon,and the deep-watered foundation which the Dalian harbor route faced with.For the main channel bridge of Dalian sea-crossing bridge with 800 m main span,the conceptual design and the structure were introduced;traits of the static and dynamic mechanics,erecting procedure,economic performance and fatigue of hanger cables at the connecting zone of both cable-stayed bridge and suspension bridge as well as the wind-resistant stability at the construction stage were all researched.Compared with suspension bridge and other structures,the result shows that the rational layout together with some measures such as auxiliary pier and the appropriate crossing of stay cables and hanger cables could make self-anchored cable-stayed suspension bridge with excellent mechanical properties and be fully suitable for deep sea and soft ground construction.
OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
The self-anchored cable-stayed suspension bridge was put forward based on analyzing the characteristics of earth-anchored cable-stayed suspension bridge in view of the bad natural conditions such as the soft foundation,the violent typhoon,and the deep-watered foundation which the Dalian harbor route faced with.For the main channel bridge of Dalian sea-crossing bridge with 800 m main span,the conceptual design and the structure were introduced;traits of the static and dynamic mechanics,erecting procedure,economic performance and fatigue of hanger cables at the connecting zone of both cable-stayed bridge and suspension bridge as well as the wind-resistant stability at the construction stage were all researched.Compared with suspension bridge and other structures,the result shows that the rational layout together with some measures such as auxiliary pier and the appropriate crossing of stay cables and hanger cables could make self-anchored cable-stayed suspension bridge with excellent mechanical properties and be fully suitable for deep sea and soft ground construction.
Key concepts: Bridge (graph theory), Suspension (topology), Foundation (evidence), Structural engineering, Pier, Engineering, Span (engineering), Typhoon