Technical Papers
Oct 31, 2019

Performance-Based Wind Engineering of Tall Buildings Examining Life-Cycle Downtime and Multisource Wind Damage

Publication: Journal of Structural Engineering
Volume 146, Issue 1

Abstract

Structural performance against wind hazards is necessary in modern tall building design. In current wind engineering practice, most efforts focus on structural safety, such as the avoidance of large deformations. Besides structural safety, other wind-induced inconveniences, such as downtime caused by loss of operability after a major wind event, have rarely been investigated. Furthermore, discomfort to occupants is often caused by less intense but more frequent winds. Consequently, the current wind load and design approach, predominantly based on extreme wind events, is not sufficient. This paper proposes a simulation framework for life-cycle downtime analysis of tall buildings. The approach combines three typical wind-induced inconveniences: occupants’ discomfort, failure of key equipment, and nonstructural damages on the facade, which can lead to whole or partial loss of building functionality and, in turn, downtime. They are classified into two categories: frequent wind hazard inducing disturbance and extreme wind hazards causing damage. In the latter, both parent wind speed distribution and extreme wind distribution are found from data analysis, enabling evaluation of hazard occurrence probability. This study culminates with the estimation of a tall building’s life-cycle downtime through year-by-year downtime accumulation. The result will be used to determine an optimal building orientation because wind directionality effect is not negligible in a typical local climate.

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Acknowledgments

This research was supported in part by the National Science Foundation of the United States of America under CAREER Grant No. CMMI-0844977 during 2009–2014. The partial support of NSF Grant No. CMMI-1434880 is also acknowledged during 2014–2018. Finally, the sponsorship of Shanghai Pujiang Program (No. 19PJ1409800) is acknowledged. Any opinions, findings, and conclusions or recommendations are those of the authors and do not necessarily reflect the views of the sponsors.

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Journal of Structural Engineering
Volume 146Issue 1January 2020

History

Received: Dec 25, 2018
Accepted: May 22, 2019
Published online: Oct 31, 2019
Published in print: Jan 1, 2020
Discussion open until: Mar 31, 2020

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Assistant Professor, State Key Lab of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Key Laboratory of Transport Industry of Wind Resistant Technology for Bridge Structures, Tongji Univ., Shanghai 200092, China; Dept. of Bridge Engineering, College of Civil Engineering, Tongji Univ., Shanghai 200092, China. ORCID: https://orcid.org/0000-0001-7489-923X. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., 400 Snell Engineering Center, 360 Huntington Ave., Boston, MA 02115 (corresponding author). ORCID: https://orcid.org/0000-0002-4783-2600. Email: [email protected]

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