Comparative analysis of cross-wind load code for high structures with circular sections

Author:

Wang Lei,Wang Zheng,Huang Nan,Fan Xing-Yan,Zhang Zhen-hua

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference56 articles.

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3. Aerodynamic effects on a non-typical steel chimney 120 m high;Ciesielski;J Wind Eng Ind Aerod,1996

4. Wind-induced vibration of a brace on a 530 foot high chimney;Hubalik;Proc Am Power Conf,1997

5. Chimney crack review;Lv;Electric Power Construct,1987

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