Flexural-Shear Base Mechanisms and Distributed Damping Systems for Combined Wind Efficiency and Seismic Resilience of High-Rise Buildings

弯曲剪力基座机构和分布式阻尼系统，实现高层建筑的风效和抗震能力相结合

• 批准号: 261367-2013
• 负责人: Christopoulos, Constantin
• 金额: $ 2.55万
• 依托单位: University of Toronto
• 依托单位国家: 加拿大
• 项目类别: Discovery Grants Program - Individual
• 财政年份: 2013
• 资助国家: 加拿大
• 起止时间: 2013-01-01 至 2014-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=525193
• 关键词: Flexural; Shear; Base; Mechanisms; Distributed

Urbanization in Canada and across the world has resulted in a dramatic increase in the demand for high-rise buildings. Current structural systems and design strategies result in high-rise buildings that are inefficient with respect to controlling wind-induced vibrations, and are expected to sustain considerable damage after an earthquake.

加拿大和世界各地的城市化导致对高层建筑的需求急剧增加。目前的结构体系和设计策略导致高层建筑在控制风致振动方面效率低下，并且在地震后预计会承受相当大的破坏。