Method for analyzing influence of girder erection sequence of arch bridge on arch rib

The invention relates to a method for analyzing the influence of an arch bridge girder erection sequence on an arch rib, which comprises the following steps of: establishing a chain relation of girder erection sequence-girder piece load-supporting load-structural response by adopting an influence ma...

Full description

Saved in:
Bibliographic Details
Main Authors CHEN XIN, LING SUQI, CAI ZHUBING, HUANG ZILIN, ZHANG XIAOYU, LUO FUYUAN, LIAO CHENFENG
Format Patent
LanguageChinese
English
Published 09.04.2024
Subjects
CALCULATING
COMPUTING
COUNTING
ELECTRIC DIGITAL DATA PROCESSING
PHYSICS
Online AccessGet full text

Cover

More Information
Summary:The invention relates to a method for analyzing the influence of an arch bridge girder erection sequence on an arch rib, which comprises the following steps of: establishing a chain relation of girder erection sequence-girder piece load-supporting load-structural response by adopting an influence matrix method, and determining whether a proposed girder erection scheme is reasonable and feasible; wherein the structural physical quantity comprises nodal displacement, unit internal force, section stress or a linear transformation value between the physical quantities. According to the method, the beam erecting sequence matrix, the beam piece and support relation matrix and the support-to-structure influence matrix are determined through the influence matrix method, so that the beam erecting sequence-beam piece load-support load-structure response chain relation is established, the support is used as unit force instead of the beam piece based on the chain relation, the finite element calculation amount can be gre
Bibliography:Application Number: CN202410031736