Aeroelastic model design and sensitivity analysis of a complicated steel truss arch tower to skew incident winds based on wind tunnel tests-Reference-Cited by-同舟云学术

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Aeroelastic model design and sensitivity analysis of a complicated steel truss arch tower to skew incident winds based on wind tunnel tests

Published:2021-07 Issue: Volume:214 Page:104646
ISSN:0167-6105
Container-title:Journal of Wind Engineering and Industrial Aerodynamics
language:en
Short-container-title:Journal of Wind Engineering and Industrial Aerodynamics

Author:

Li Ling Yao^ORCID,He Shi Chang,He Xu Hui

Funder

National Natural Science Foundation of China

Ministry of Science and Technology of the People's Republic of China

Central South University

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference37 articles.

1. Structural Design Actions Part 2,2011

2. Minimum Design Loads for Buildings and Other Structures;ASCE/SEI 7-10,2010

3. Eurocode 1: Actions on Structures. Part 1-4,2010

4. Lattice Tower and Masts. Part 1: Code of Practice for Loading,1986

5. Experimental study of the wind forces on rectangular latticed communication towers with antennas;Carril;J. Wind Eng. Ind. Aerod.,2003

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1. Experimental investigation on the vortex-induced vibration of an arch steel bridge tower;Journal of Wind Engineering and Industrial Aerodynamics;2023-02

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