Numerical analysis and field load testing of a suspension bridge with a root pile anchorage-Reference-Cited by-同舟云学术

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Numerical analysis and field load testing of a suspension bridge with a root pile anchorage

Published:2021-12 Issue: Volume:34 Page:1373-1382
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Cui Ming-Zhu,Ren Wei-Xin,Yin Yong-Gao

Funder

National Natural Science Foundation of China

Science, Technology and Innovation Commission of Shenzhen Municipality

Publisher

Elsevier BV

Subject

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

Reference26 articles.

1. Cable supported bridges: concept and design;Gimsing,2011

2. Grigorjeva T, Juozapaitis A, Kamaitis Z. Static analysis and simplified design of suspension bridges having various rigidity of cables. J Civ Eng Manag 2010; 16: 363–71.

3. Deflection theory for self-anchored suspension bridges under live load;Jung;J Bridg Eng ASCE,2015

4. Layout and size optimization of suspension bridges based on coupled modelling approach and enhanced particle swarm optimization;Cao;Eng Struct,2017

5. Experimental and numerical study on a novel cable anchorage system to improve the maintainability of suspension bridges;Wang;Structures,2020

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1. Experimental and numerical studies on the displacement and load-transfer mechanism of pile-caisson composite structure;Mechanics of Advanced Materials and Structures;2024-06-03

2. Novel performance‐based seismic reinforcement method for the dry masonry retaining wall located in an urban residential area;Earthquake Engineering & Structural Dynamics;2024-02-14

3. Investigation into pullout characteristics of root piles within coral sand foundations at varied relative compaction;Marine Georesources & Geotechnology;2024-02-12

4. Investigating the influence of root layer quantity on the pullout bearing characteristics of root piles in coral sand foundations;Ocean Engineering;2024-02

5. Study on the root interaction characteristics and nonlinear deformation prediction of root piles;GEOMECH ENG;2023

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