Analytical solution for quick decision of tied–arch bridge parameters at early-design stage based on Hellinger–Reissner variational method-Reference-Cited by-同舟云学术

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Analytical solution for quick decision of tied–arch bridge parameters at early-design stage based on Hellinger–Reissner variational method

Published:2022-10 Issue: Volume:44 Page:1443-1453
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Feng Qian,Wei Peng,Lou Junbin,Cai Jinbiao,Xu Rongqiao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference47 articles.

1. Experimental investigation of the vertical shear performance of steel–concrete composite girders under negative moment;Zhou;Eng Struct,2021

2. Experimental Investigation of a Full-Scale Spread Slab Beam Bridge;Terzioglu;J Bridge Eng,2016

3. Finite element model updating of semi-composite bridge decks using operational acceleration measurements;Polanco;Eng Struct,2016

4. Fatigue Assessment of Steel-UHPC Lightweight Composite Deck Based on Multiscale FE Analysis: Case Study;Shao;J Bridge Eng,2018

5. Numerical and Theoretical Analysis of Slab Transverse-Moment Distributions in Twin-Girder Crossbeam Composite Bridges;Xiang;J Bridge Eng,2020

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1. Damage Identification Method of Tied‐Arch Bridges Based on the Equivalent Thrust‐Influenced Line;Structural Control and Health Monitoring;2024-01

2. Research on Damage Identification of Arch Bridges Based on Deflection Influence Line Analytical Theory;Buildings;2023-12-19

3. Modelling criteria proposal for dynamic analysis of beam bridges under moving loads using fem models;Structures;2023-04

4. Nonlinear dynamic snap-through and vibrations of temperature-dependent FGM deep arch under sudden thermal shock;Structures;2023-02

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