NEESR Planning/Collaborative Research: Engineered Timber Structural Systems for Seismically Resilient Tall Buildings

NEESR 规划/合作研究：抗震高层建筑的工程木结构系统

• 批准号: 1344798
• 负责人: James Ricles
• 金额: $ 7.5万
• 依托单位: Lehigh University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2013
• 资助国家: 美国
• 起止时间: 2013-10-01 至 2015-09-30
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=1344798&HistoricalAwards=false
• 关键词: NEESR; Planning; Collaborative; Research; Engineered

To enable resilient, eight to fourteen story, timber buildings in regions of high seismicity in the United States, this planning grant combines innovative concepts in seismic load resisting systems with a new form of a mass timber structural component, called cross laminated timber (CLT), to research three potential structural systems for resilient, tall CLT building construction: (a) single-story, pre-stressed re-centering walls, (b) multi-story, segmental rocking walls, and (c) deformable floor diaphragms with supplemental damping devices. These systems will be distributed vertically along the height of the building, combining deformable panels or layers with relatively rigid and stiff ones, to leverage CLT behavior, enable rapid construction, and limit the impact of higher modes. Based on their performance in component-level testing and system-level simulation conducted as part of this research, promising systems that are economically competitive will be selected for full-scale experimental investigation in follow-on research. This planning phase research will generate fundamental knowledge on resilient, multi-story panelized systems that have the potential to transform the seismic design of taller buildings in general. As urban densification occurs in U.S. regions of high seismicity, there is a natural demand for tall buildings that can survive large earthquakes with minimal damage and interruption. CLT is a naturally sustainable material that has been used in Europe and Australia to rapidly construct multi-story buildings. However, existing multi-story CLT constructions were limited to regions of low seismicity because there is no seismic design methodology for tall CLT buildings worldwide. In the U.S. Pacific Northwest, there is significant interest in utilizing CLT in eight to fourteen story residential and commercial buildings due to its appeal as a potential locally sourced, sustainable, and economically competitive building material. With combined expertise from the research and design community, this project will address this societal need by prototyping three potential structural systems that are suitable for tall CLT buildings in high seismicity regions, comparing their performance through experimentation and simulation, and developing performance-based seismic design methods for their implementation. Once the optimal systems are selected in this study and verified at full-scale in subsequent research, it is envisioned that a resilient, tall CLT building will become an option for west coast cities in about six to eight years. In addition to providing research training for students working on the project, the project will deliver educational resources to introduce this new sustainable building type to students, stakeholders, and the general public. Data from this project will be archived and made available to the public through the NEES data repository. This award is part of the National Earthquake Hazards Reduction Program (NEHRP).

为了在美国地震高发地区建造具有弹性的 8 至 14 层木结构建筑，这项规划拨款将抗震荷载系统的创新概念与一种新形式的大型木结构组件（称为交叉层压木材 (CLT)）相结合，研究用于弹性、高层 CLT 建筑施工的三种潜在结构系统：(a) 单层、预应力重新居中墙，(b) 多层、分段摇动墙，以及 (c) 带有补充的可变形楼板隔板阻尼装置。这些系统将沿着建筑物的高度垂直分布，将可变形的面板或层与相对刚性和刚性的面板或层相结合，以利用 CLT 行为，实现快速施工，并限制更高模式的影响。根据作为本研究一部分进行的组件级测试和系统级仿真的性能，将选择具有经济竞争力的有前景的系统进行后续研究中的全面实验研究。 这项规划阶段的研究将产生有关弹性多层板系统的基础知识，这些系统有可能改变一般高层建筑的抗震设计。随着美国地震高发地区的城市密集化，自然需要能够在大地震中幸存下来且损坏和中断最小的高层建筑。 CLT 是一种自然可持续的材料，已在欧洲和澳大利亚用于快速建造多层建筑。然而，现有的多层 CLT 建筑仅限于低地震活动地区，因为全球范围内没有高层 CLT 建筑的抗震设计方法。 在美国太平洋西北地区，人们对在 8 至 14 层住宅和商业建筑中使用 CLT 非常感兴趣，因为它是一种潜在的本地采购、可持续且具有经济竞争力的建筑材料，具有吸引力。凭借研究和设计界的综合专业知识，该项目将通过制作适合高地震活动地区高层 CLT 建筑的三种潜在结构系统原型，通过实验和模拟比较其性能，并开发基于性能的抗震设计来满足这一社会需求其实施方法。一旦在本研究中选择了最佳系统并在后续研究中得到全面验证，预计弹性高层 CLT 建筑将在大约六到八年内成为西海岸城市的一种选择。除了为参与该项目的学生提供研究培训外，该项目还将提供教育资源，向学生、利益相关者和公众介绍这种新型可持续建筑类型。 该项目的数据将被存档并通过 NEES 数据存储库向公众开放。 该奖项是国家地震减灾计划（NEHRP）的一部分。