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

基本信息

  • 批准号:
    1344798
  • 负责人:
  • 金额:
    $ 7.5万
  • 依托单位:
  • 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

项目摘要

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).
为了在美国高地震活动地区建造具有弹性的8至14层木结构建筑,该规划拨款将抗震荷载系统的创新概念与一种称为交叉层压木材(CLT)的新型大型木结构构件相结合,以研究用于弹性高层CLT建筑的三种潜在结构系统:(a)单层、预应力重新定心墙,(B)多层、分段摇摆墙,以及(c)带有补充阻尼装置的可变形楼板。这些系统将沿着建筑物的高度垂直分布,将可变形面板或层与相对刚性和坚硬的面板或层相结合,以利用CLT行为,实现快速施工,并限制较高模式的影响。基于其在组件级测试和系统级仿真中的表现,作为本研究的一部分,将选择具有经济竞争力的有前途的系统进行全面的实验研究。 这一规划阶段的研究将产生关于弹性多层镶板系统的基础知识,这些系统有可能改变高层建筑的抗震设计。随着美国高地震活动地区的城市密集化,对能够在大地震中以最小的破坏和中断幸存下来的高层建筑的自然需求。CLT是一种天然可持续材料,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性地区,因为世界范围内没有针对高层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层的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,可持续和经济竞争力的建筑材料。结合研究和设计界的专业知识,该项目将通过原型设计三种适用于高地震活动区域的高层CLT建筑的潜在结构系统来解决这一社会需求,通过实验和模拟比较它们的性能,并开发基于性能的抗震设计方法。一旦在这项研究中选择了最佳系统,并在随后的研究中进行了全面验证,预计一个有弹性的高层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的可持续建筑类型。 该项目的数据将通过NEES数据库存档并向公众提供。 该奖项是国家减少地震灾害计划(NEHRP)的一部分。

项目成果

期刊论文数量(0)
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James Ricles其他文献

Development of multi-directional real-time hybrid simulation for tall buildings subject to multi-natural hazards
多向实时混合模拟在多自然灾害作用下高层建筑的发展
  • DOI:
    10.1016/j.engstruct.2024.118348
  • 发表时间:
    2024-09-15
  • 期刊:
  • 影响因子:
    6.400
  • 作者:
    Safwan Al-Subaihawi;James Ricles;Spencer Quiel;Thomas Marullo
  • 通讯作者:
    Thomas Marullo
Multi-physics framework for seismic Real-time Hybrid Simulation of soil–foundation–structural systems
土-基础-结构系统地震实时混合模拟的多物理场框架
  • DOI:
    10.1016/j.engstruct.2025.120247
  • 发表时间:
    2025-07-01
  • 期刊:
  • 影响因子:
    6.400
  • 作者:
    Faisal Nissar Malik;Davide Noè Gorini;James Ricles;Maryam Rahnemoonfar
  • 通讯作者:
    Maryam Rahnemoonfar
Innovative use of a shape memory alloy ring spring system for self-centering connections
创新地使用形状记忆合金环形弹簧系统进行自定心连接
  • DOI:
    10.1016/j.engstruct.2017.10.039
  • 发表时间:
    2017-12
  • 期刊:
  • 影响因子:
    5.5
  • 作者:
    Wei Wang;Cheng Fang;Xiao Yang;Yiyi Chen;James Ricles;Richard Sause
  • 通讯作者:
    Richard Sause
Improving the Seismic Performance of Structural Steel Systems Through Advanced Testing
通过高级测试提高钢结构系统的抗震性能

James Ricles的其他文献

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{{ truncateString('James Ricles', 18)}}的其他基金

Natural Hazards Engineering Research Infrastructure: Experimental Facility with Large-Scale, Multi-directional, Hybrid Simulation Testing Capabilities 2021-2025
自然灾害工程研究基础设施:具有大规模、多方位、混合模拟测试能力的实验设施2021-2025
  • 批准号:
    2037771
  • 财政年份:
    2021
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Cooperative Agreement
Collaborative Research: A Resilience-based Seismic Design Methodology for Tall Wood Buildings
合作研究:基于弹性的高层木结构抗震设计方法
  • 批准号:
    1635227
  • 财政年份:
    2016
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Standard Grant
Natural Hazards Engineering Research Infrastructure: Experimental Facility with Large-Scale, Multi-directional, Hybrid Simulation Testing Capabilities
自然灾害工程研究基础设施:具有大规模、多方位、混合模拟测试能力的实验设施
  • 批准号:
    1520765
  • 财政年份:
    2016
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Cooperative Agreement
Collaborative Research: Semi-Active Controlled Cladding Panels for Multi-Hazard Resilient Buildings
合作研究:用于多灾害防御建筑的半主动控制覆层板
  • 批准号:
    1463497
  • 财政年份:
    2015
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Standard Grant
RAPID/Collaborative Research: Study of Soil-Structure Interaction Effects on Behavior and Damage to Structures in Washington, DC, during the August 23, 2011 Earthquake
快速/协作研究:2011 年 8 月 23 日地震期间华盛顿特区土壤-结构相互作用对行为和结构损坏的影响研究
  • 批准号:
    1219447
  • 财政年份:
    2012
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Standard Grant
Multi-Site Soil-Structure-Foundation Interaction Test (MISST)
多点土壤-结构-地基相互作用测试 (MISST)
  • 批准号:
    0407555
  • 财政年份:
    2004
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Standard Grant
Upgrade of NEES Real-time Multidirectional Earthquake Simulation System to Enhance 3-D Testing Capabilities
NEES实时多向地震模拟系统升级,增强三维测试能力
  • 批准号:
    0429184
  • 财政年份:
    2004
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Standard Grant
Real-time Multi-directional Testing Facility for Seismic Performance Simulation of Large-Scale Structural Systems
大型结构系统抗震性能模拟实时多向测试装置
  • 批准号:
    0217393
  • 财政年份:
    2002
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Cooperative Agreement
Experimental and Analytical Seismic Studies of MRF's and MRF-CBF Dual Systems with Concrete Filled Tube Members
具有混凝土填充管构件的 MRF 和 MRF-CBF 双系统的实验和分析地震研究
  • 批准号:
    9905870
  • 财政年份:
    2000
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Standard Grant
Frames with Partially Restrained Connections: A Workshop to be held in Atlanta, Georgia on September 23, 1998
具有部分受限连接的框架:将于 1998 年 9 月 23 日在佐治亚州亚特兰大举行的研讨会
  • 批准号:
    9805635
  • 财政年份:
    1998
  • 资助金额:
    $ 7.5万
  • 项目类别:
    Standard Grant

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