Reliability assessment of a building complex with four long-span roof structures based on wind tunnel experiments-Reference-Cited by-同舟云学术

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Reliability assessment of a building complex with four long-span roof structures based on wind tunnel experiments

Published:2021-09-09 Issue:5 Volume:11 Page:1461-1475
ISSN:2190-5452
Container-title:Journal of Civil Structural Health Monitoring
language:en
Short-container-title:J Civil Struct Health Monit

Author:

Huang Mingfeng^ORCID,Tang Gui,Ni Yi-Qing

Funder

National Natural Science Foundation of China

International Science and Technology Cooperation Programme

Publisher

Springer Science and Business Media LLC

Subject

Safety, Risk, Reliability and Quality,Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13349-021-00519-3.pdf

Reference52 articles.

1. Yi J, Li QS (2015) Wind tunnel and full-scale study of wind effects on a super-tall building. J Fluids Struct 58:236–253

2. Huang MF, Lou WJ, Yang L et al (2012) Experimental and computational simulation for wind effects on the Zhoushan transmission towers. Struct Infrastruct Eng 8(8):781–799

3. Chen FB, Li QS (2013) Characteristics of wind loads acting on complex long-span roof structure. Adv Civ Infrastruct Eng 639–640:523–529

4. Holmes JD (2002) Effective static load distributions in wind engineering. J Wind Eng Ind Aerodyn 90(2):91–109

5. Huang GQ, Chen XZ (2007) Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements. Eng Struct 29(10):2641–2653

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