High-performance cross-laminated timber shear walls

高性能交叉层压木剪力墙

• 批准号: 565302-2021
• 负责人: Tannert, Thomas
• 金额: $ 2.19万
• 依托单位: University of Northern British Columbia
• 依托单位国家: 加拿大
• 项目类别: Alliance Grants
• 财政年份: 2021
• 资助国家: 加拿大
• 起止时间: 2021-01-01 至 2022-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=722061
• 关键词: performance; cross; laminated; timber; shear

There is an acute need for research to develop novel and value-added applications for wood to maximize the benefits from sustainably harvesting Canada's abundant forests and to reduce the carbon footprint of buildings by expanding the use of the sustainable material wood. Cross-laminated timber (CLT), provides many benefits when compared to either light-frame wood or concrete construction, such as a high-level of prefabrication and fast erection. As such, CLT constitutes a promising solution for numerous structural applications, including as shear walls for large and tall residential and commercial buildings, yet the current lack of specific design guidance for CLT shear walls leads to uneconomical and inefficient structural solutions. More detailed procedures to estimate the resistance of CLT shear walls are required, specifically, guidance with respect to the net section resistance of CLT panels at hold-downs and the required number of fasteners. Using experimental and analytical methods, this Alliance project will investigate the viability of self-tapping screws (STS) as high-performance connections for CLT shear walls. The project will facilitate the development of reliable design guidance for STS connections in CLT shear wall systems that constitute a promising solution for many applications, including tall structures where the design is governed by seismic loading.

迫切需要研究开发木材的新颖和增值应用，以最大限度地提高可持续采伐加拿大丰富森林的效益，并通过扩大可持续材料木材的使用来减少建筑物的碳足迹。与轻型木材或混凝土建筑相比，交叉层压木材 (CLT) 具有许多优点，例如高水平的预制和快速安装。因此，CLT 为众多结构应用提供了一种有前途的解决方案，包括作为大型和高层住宅和商业建筑的剪力墙，但目前缺乏 CLT 剪力墙的具体设计指南，导致结构解决方案不经济且低效。需要更详细的程序来估计 CLT 剪力墙的阻力，特别是有关压紧处 CLT 板的净截面阻力和所需紧固件数量的指导。该联盟项目将利用实验和分析方法，研究自攻螺钉 (STS) 作为 CLT 剪力墙高性能连接的可行性。该项目将促进 CLT 剪力墙系统中 STS 连接的可靠设计指南的开发，这为许多应用（包括设计受地震荷载控制的高层结构）构成了一个有前景的解决方案。