Comparison of wind‐induced dynamic property of super‐large cooling tower considering different four‐tower interferences-Reference-Cited by-同舟云学术

Comparison of wind‐induced dynamic property of super‐large cooling tower considering different four‐tower interferences

Published:2020-04-19 Issue:11 Volume:29 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Wang Hao¹²^ORCID,Ke Shitang¹²^ORCID,Wang Tongguang¹,Ge Yaojun³,Zhu Rongkuan²

Affiliation:

1. College of Aerospace EngineeringNanjing University of Aeronautics and Astronautics Nanjing China

2. Department of Civil EngineeringNanjing University of Aeronautics and Astronautics Nanjing China

3. State Key Laboratory for Disaster Reduction in Civil EngineeringTongji University Shanghai China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1749

Reference37 articles.

1. Study on the reentering rates of individual cooling towers installed on a building roof

2. Association of Consulting Engineers. (1996) “Water cooling towers. Part 4: Code of practice for structural design and construction.”BS4485–4:1996 British Standard.

3. VGB‐Guideline. (2005) “Structural design of cooling tower‐ technical guideline for the structural design computation and execution of cooling towers.” VGB‐R 610Ue BTR Bautechnik bei Kühltürmen Standard Essen.

4. Interference effect and the working mechanism of wind loads in super-large cooling towers under typical four-tower arrangements

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