A practical combination method for wind-induced responses of high-rise buildings: Based on the correlation of extremes

Author:

Pan XiaowangORCID,Qu Wenzhong,Zou Lianghao,Xu GuojiORCID,Song Jie

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference49 articles.

1. Architectural Institution of Japan (2004). Recommendations for Loads on Buildings. Architectural Institution of Japan, Tokyo.

2. ASCE7-16 (2016). Minimum Design Loads and Associated Criteria for Buildings and Other Structures. ASCE, Reston, VA.

3. Australian/New Zealand Standard (2011). Structural Design Actions, Part 2: Wind Actions, Sydney, Australia. AS/NZS1170.2.

4. Interference excitation of twin tall buildings;Bailey;J Wind Eng Ind Aerodyn,1985

5. Quasi-static combination of wind loads: a copula-based approach;Bartoli;J Wind Eng Ind Aerodyn,2011

Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Equivalent static wind load based on displacement mode and load combination for high‐rise buildings;The Structural Design of Tall and Special Buildings;2024-08-27

2. Full-Scale Observations for the Combined Wind-Induced Responses of a Cylindrical Tower;International Journal of Structural Stability and Dynamics;2024-05-07

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