2014The World of Building MaterialsRequires access

Design of the Main Bridge of the Jinqiao Bridge in Wuhan Road

Xiong Ta

Open publisher page 0 citations

Abstract

To probe into the structural features and key techniques of overpass and gradient width cable-stayed bridge,the design,calculation and analysis processes of the Jinqiao bridge in Wuhan road were summarized.The bridge is a prestressed concrete cable-stayed bridge with a single pylon and double cable plane.Its span arrangement is(138+ 81+41)m,deck width is 39~49.9mand structural system is the rigid fixity system of pylon,pier and girder.The pylon is the concrete structure that is 79.0mhigh,the stay cables are arranged in spatial cable plane of fan type.In the process of the design,the finite element software MIDAS was used to analyze the global force conditions of the bridge, the software ANSYS was used to calculate,analyze and optimize the local force behavior of anchor zone in pylon.The results indicate that the various checking calculation values of the strength and rigidity of the bridge can satisfy the relevant requirement in the codes.

About this research paper

What this paper is about

To probe into the structural features and key techniques of overpass and gradient width cable-stayed bridge,the design,calculation and analysis processes of the Jinqiao bridge in Wuhan road were summarized.The bridge is a prestressed concrete cable-stayed bridge with a single pylon and double cable plane.Its span arrangement is(138+ 81+41)m,deck width is 39~49.9mand structural system is the rigid fixity system of pylon,pier and girder.The pylon is the concrete structure that is 79.0mhigh,the stay cables are arranged in spatial cable plane of fan type.In the process of the design,the finite element software MIDAS was used to analyze the global force conditions of the bridge, the software ANSYS was used to calculate,analyze and optimize the local force behavior of anchor zone in pylon.The results indicate that the various checking calculation values of the strength and rigidity of the bridge can satisfy the relevant requirement in the codes.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

To probe into the structural features and key techniques of overpass and gradient width cable-stayed bridge,the design,calculation and analysis processes of the Jinqiao bridge in Wuhan road were summarized.The bridge is a prestressed concrete cable-stayed bridge with a single pylon and double cable plane.Its span arrangement is(138+ 81+41)m,deck width is 39~49.9mand structural system is the rigid fixity system of pylon,pier and girder.The pylon is the concrete structure that is 79.0mhigh,the stay cables are arranged in spatial cable plane of fan type.In the process of the design,the finite element software MIDAS was used to analyze the global force conditions of the bridge, the software ANSYS was used to calculate,analyze and optimize the local force behavior of anchor zone in pylon.The results indicate that the various checking calculation values of the strength and rigidity of the bridge can satisfy the relevant requirement in the codes.

Key concepts: Pylon, Structural engineering, Bridge (graph theory), Rigidity (electromagnetism), Deck, Beam bridge, Pier, Finite element method

Related papers

Back to paper searchBrowse research topicsOriginal source
Design of the Main Bridge of the Jinqiao Bridge in Wuhan Road — Research Paper | ScholarLens