Behavior of Reinforced Concrete Cooling Tower Shell under Lateral Load on Nonuniform Foundation-Reference-Cited by-同舟云学术

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Behavior of Reinforced Concrete Cooling Tower Shell under Lateral Load on Nonuniform Foundation

Published:2016-09-13 Issue:11-12 Volume:38 Page:1127-1134
ISSN:0145-7632
Container-title:Heat Transfer Engineering
language:en
Short-container-title:Heat Transfer Engineering

Author:

Hara Takashi

Publisher

Informa UK Limited

Subject

Fluid Flow and Transfer Processes,Mechanical Engineering,Condensed Matter Physics

Link

https://www.tandfonline.com/doi/pdf/10.1080/01457632.2016.1217060

Reference14 articles.

1. Central Electricity Generating Board, Report of the committee of Inquiry into Collapse of Cooling Towers at Ferrybridge, Monday 1st November, 1965.

2. Imperial Chemical Industries, Report of the committee of inquiry into the collapse of the cooling tower at Ardeer Nylon Works, Ayrshire on Thursday, 27th September, 1973.

3. Nonlinear behavior of R/C cooling tower shells

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1. Soil-structure interaction using equivalent support stiffness in response of cooling towers;International Journal of Structural Engineering;2024

2. Influence of Flue Gas Injection on the Long-Term Durability of a Natural Draft Concrete Cooling Tower;Materials;2019-06-26

3. Full-scale measurements and damping ratio properties of cooling towers with typical heights and configurations;Thin-Walled Structures;2018-03

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