Wind Resistance of Long-Span Bridges and High-Rise Buildings
A special issue of Applied Sciences (ISSN 2076-3417). This special issue belongs to the section "Civil Engineering".
Deadline for manuscript submissions: closed (30 June 2023) | Viewed by 3431
Special Issue Editors
Interests: bridge aerodynamics; wind engineering; fluid mechanics; turbulence; wind tunnel testing
Interests: wind engineering; snow engineering; wind tunnel testing
Interests: bridge aerodynamics; bluff-body aerodynamics; turbulence; wind tunnel testing; offshore wind turbine
Special Issues, Collections and Topics in MDPI journals
Special Issue Information
Dear Colleagues,
Over the past few decades, extreme events—for example, synoptic and non-synoptic strong winds—have been responsible for a large amount of severe structural damage and economic loss in many parts of the world. The structures become more susceptible to the action of strong winds with an increase in the span or height of those flexible structures, such as long-span bridges and high-rise buildings. Therefore, it requires a refined wind-resistant design to ensure the safety of flexible structures. To improve the wind-resistant design, we need to clarify the effect of strong winds on the structures, including the flow–structure interaction, wind loading, wind-induced vibration, and efficient control strategy. This Special Issue aims to collect submissions on the recent numerical and experimental advances in the wind-resistant design of bridges and building structures.
Prof. Dr. Mingshui Li
Prof. Dr. Xuanyi Zhou
Dr. Shaopeng Li
Guest Editors
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Keywords
- bridge aerodynamics
- structure aerodynamics
- wind-resistant design
- wind tunnel testing
- CFD modeling
- nonstationary winds
- vibration control
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