Behavior of HCR semi-rigid joints under complex loads and its effect on stability of steel cooling towers-Reference-Cited by-同舟云学术

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Behavior of HCR semi-rigid joints under complex loads and its effect on stability of steel cooling towers

Published:2020-11 Issue: Volume:222 Page:111062
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ma Huihuan,Yu Zhiwei,Zhao Yi,Fan Feng

Funder

Postdoctoral Science Foundation of Heilongjiang Province of China

Key Laboratory of Building Fire Protection Engineering and Technology of MPS

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. The influence of self-excited forces on wind loads and wind effects for super-large cooling towers;Ke;J Wind Eng Ind Aerod,2014

2. Wind induced dynamic responses on hyperbolic cooling tower shells and the equivalent static wind load;Zhang;Wind Eng Ind Aerod,2017

3. Stoker RJ, Hanley JE. Cooling tower: US, US3648990; 1972.

4. Large reticulated steel cooling towers;Kollár;Eng Struct,1985

5. Natural draft steel hyperbolic cooling towers: Optimization and performance evaluation;Izadi;Struct Des Tall Spec,2013

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1. Theoretical and Numerical Simulation Study on the Ultimate Load Capacity of Triangular and Quadrilateral Truss Structures;Buildings;2024-03-28

2. Influence of wind pressure patterns on the buckling resistance of hyperboloid steel cooling towers;Structures;2024-01

3. Influence of stiffening rings on imperfection sensitivity of hyperboloid steel cooling towers;Structures;2023-10

4. Study on the layout methods of stiffening rings for steel cooling towers;Structures;2023-05

5. Finite element analysis on the mechanical behaviour of a novel three-dimensional semi-rigid steel joint with a channel component under static and cyclic loading;Journal of Constructional Steel Research;2023-01

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