2008•Shanxi ArchitectureRequires access

Research into the defect of crossbeam prestress of cable-stayed bridge with tower beam consolidation

Yao Wei-f

Abstract

Combined with actual measurement on the spot,it studies the defect of crossbeam prestress of cable-stayed bridge with tower beam consolidation using finite element analysis,analyzes the causes of bad stretching effect of crossbeam prestress under cable tower,and proposes concrete methods to solve the problem,in order to offer a reference for the design and construction of similar bridges.

About this research paper

What this paper is about

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

Key concepts: Structural engineering, Consolidation (business), Engineering, Finite element method, Bridge (graph theory), Beam (structure), Tower, Medicine