2007Journal of Zhengzhou UniversityRequires access

Analysis of Load Transverse Distribution Coefficient for Rigid Frame Arch Bridge

Xuemei Zong

Open publisher page 1 citations

Abstract

ANSYS,a large-scale general program for structural analysis is applied to build its spatial model according to design feature of rigid frame arch bridge.The load transverse distribution coefficient of some special structure point is calculated by flexibility method.Some kinds of graphs are plotted according to the analyzing result,and the result reveals the different variation law of load transverse distribution coefficient along the longitudinal and crosswise,if the simple mid-span load transverse distribution coefficient is adopted,there will be great deviation in calculation.The paper also draws its sampling principle for rigid frame arch bridge in simplified calculation,and its necessity for spatial structural analysis in engineering practice.

About this research paper

What this paper is about

ANSYS,a large-scale general program for structural analysis is applied to build its spatial model according to design feature of rigid frame arch bridge.The load transverse distribution coefficient of some special structure point is calculated by flexibility method.Some kinds of graphs are plotted according to the analyzing result,and the result reveals the different variation law of load transverse distribution coefficient along the longitudinal and crosswise,if the simple mid-span load transverse distribution coefficient is adopted,there will be great deviation in calculation.The paper also draws its sampling principle for rigid frame arch bridge in simplified calculation,and its necessity for spatial structural analysis in engineering practice.

Why it matters

OpenAlex reports 1 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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

ANSYS,a large-scale general program for structural analysis is applied to build its spatial model according to design feature of rigid frame arch bridge.The load transverse distribution coefficient of some special structure point is calculated by flexibility method.Some kinds of graphs are plotted according to the analyzing result,and the result reveals the different variation law of load transverse distribution coefficient along the longitudinal and crosswise,if the simple mid-span load transverse distribution coefficient is adopted,there will be great deviation in calculation.The paper also draws its sampling principle for rigid frame arch bridge in simplified calculation,and its necessity for spatial structural analysis in engineering practice.

Key concepts: Transverse plane, Rigid frame, Arch, Structural engineering, Bridge (graph theory), Arch bridge, Span (engineering), Flexibility (engineering)

Related papers

Back to paper searchBrowse research topicsOriginal source
Analysis of Load Transverse Distribution Coefficient for Rigid Frame Arch Bridge — Research Paper | ScholarLens