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: 1634628
• 负责人: John van de Lindt
• 金额: $ 18万
• 依托单位: Colorado State University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2016
• 资助国家: 美国
• 起止时间: 2016-09-01 至 2024-08-31
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=1634628&HistoricalAwards=false
• 关键词: Collaborative; Research; Resilience; based; Seismic

As the U.S. population continues to grow in urban communities, the demand for tall residential and mixed-use buildings in the range of eight to twenty stories continues to increase. Buildings in this height range are commonly built using concrete or steel. A recent new timber structural innovation, known as cross laminated timber (CLT), was developed in western Europe and is now being implemented around the world as a sustainable and low carbon-footprint alternative to conventional structural materials for tall buildings. However, an accepted and validated design method for tall CLT buildings to resist earthquakes has not yet been developed, and therefore construction of these tall wood buildings in the United States has been limited. This research will break this barrier by investigating a seismic design methodology for resilient tall wood buildings that can be immediately re-occupied following a design level earthquake and quickly repaired (compared to current building systems) after a large earthquake. Using the seismic design methodology developed in this project, the research team will work with practitioners across the engineering and architectural communities to design, build, and validate the performance of a ten-story wood building by conducting full-scale sub-assembly system testing at the National Science Foundation (NSF)-supported Natural Hazards Engineering Research Infrastructure (NHERI) experimental facility at Lehigh University, followed by full-scale tests at the NSF-supported NHERI outdoor shake table at the University of California at San Diego. This research will enable a new sustainable construction practice that is also cost-competitive, thereby increasing demands for engineered wood production, providing added value for forest resources, and enhancing job growth in the construction and forestry sectors. As part of the research, the experimental programs will serve to provide outreach to the public and stakeholders on issues related to seismic hazard mitigation, modern timber engineering, and resilient building concepts.The goal of this research is to investigate and validate a seismic design methodology for tall wood buildings that incorporates high performance structural and non-structural systems. The methodology will quantitatively account for building resilience. This will be accomplished through a series of research tasks planned over a four-year period. These tasks will include mechanistic modeling of tall wood buildings with several variants of post-tensioned rocking CLT wall systems, fragility modeling of structural and non-structural building components that affect resilience, full-scale bi-directional testing of building sub-assembly systems, development of a resilience-based seismic design methodology, and finally a series of full-scale shake table tests of a ten-story CLT building specimen to validate the investigated design. The structural systems investigated will include post-tensioned CLT rocking walls in both monolithic and segmental rocking configurations. Implementing segmental rocking walls in a full building system will be a transformative concept that has yet to be realized physically. The rocking wall systems will be investigated under the context of holistic building behavior, including gravity systems and non-structural components. The research team will further push the boundary of existing performance-based seismic design by developing a design procedure that explicitly considers the time needed for the building to resume functionality after an earthquake. With the large-scale testing capacity provided by the NHERI experimental facilities, the design methodology will be experimentally validated, which will at the same time generate a landmark data set for tall wood buildings under dynamic loading that will be available to the broader research and practitioner community through the NHERI DesignSafe-ci.org Data Depot. The project will facilitate implementation of this new structural archetype by interfacing closely with practitioners in the Pacific Northwest interested in tall CLT buildings as a cost-competitive design option. Graduate and undergraduate students, including community college students, will actively participate in this research and gain valuable knowledge and experience, which will prepare them to become leaders in sustainable building practices using modern engineered wood materials.

随着美国城市人口的持续增长，对8至20层的高层住宅和混合用途建筑的需求持续增加。 在这个高度范围内的建筑物通常使用混凝土或钢建造。 最近一种新的木材结构创新，称为交叉层压木材（CLT），是在西欧开发的，目前正在世界各地实施，作为高层建筑传统结构材料的可持续和低碳足迹替代品。然而，一个公认的和有效的设计方法，高层木结构建筑抗震尚未开发，因此，这些高层木结构建筑在美国的建设一直受到限制。本研究将通过调查弹性高大木结构建筑的抗震设计方法来打破这一障碍，这些建筑可以在设计水平地震后立即重新占用，并在大地震后快速修复（与当前的建筑系统相比）。使用本项目中开发的抗震设计方法，研究团队将与工程和建筑界的从业人员合作，通过在美国国家科学基金会（NSF）支持的自然灾害工程研究基础设施（NHERI）实验设施中进行全尺寸子装配系统测试，设计，建造和验证十层木结构建筑的性能。随后在位于圣地亚哥的加州大学的NSF支持的NHERI室外振动台上进行了全尺寸试验。这项研究将促成一种新的可持续建筑实践，这种实践也具有成本竞争力，从而增加对工程木材生产的需求，为森林资源提供附加值，并促进建筑和林业部门的就业增长。作为研究的一部分，实验项目将为公众和利益相关者提供与地震灾害缓解，现代木材工程和弹性建筑概念相关的问题。本研究的目标是调查和验证高层木结构建筑的抗震设计方法，包括高性能结构和非结构系统。该方法将从数量上说明建设复原力的情况。这将通过计划在四年期间进行的一系列研究任务来完成。这些任务将包括对具有几种后张摇摆CLT墙系统变体的高层木建筑进行机械建模，对影响弹性的结构和非结构建筑部件进行脆弱性建模，对建筑子装配系统进行全尺寸双向测试，开发基于弹性的抗震设计方法，最后，对一栋十层CLT建筑样本进行了一系列全尺寸振动台测试，以验证所研究的设计。调查的结构系统将包括后张CLT摇摆墙在整体和分段摇摆配置。 在完整的建筑系统中实施分段摇摆墙将是一个尚未实际实现的变革性概念。摇摆墙系统将在整体建筑行为的背景下进行研究，包括重力系统和非结构构件。研究团队将通过开发一种设计程序来进一步推动现有基于性能的抗震设计的界限，该程序明确考虑了地震后建筑恢复功能所需的时间。通过NHERI实验设施提供的大规模测试能力，将对设计方法进行实验验证，同时生成动态荷载下高层木建筑的地标数据集，通过NHERI DesignSafe-ci.org Data Depot提供给更广泛的研究和从业者社区。该项目将通过与太平洋西北地区对高层CLT建筑感兴趣的从业者密切合作，促进这种新结构原型的实施，作为一种具有成本竞争力的设计方案。研究生和本科生，包括社区学院的学生，将积极参与这项研究，并获得宝贵的知识和经验，这将使他们成为使用现代工程木材的可持续建筑实践的领导者。

项目成果

Full-Scale Shake Table Testing of a Two-Story Mass-Timber Rocking Wall Building

两层实木摇墙建筑的全尺寸振动台测试

• 发表时间: 2018
• 期刊: 11th U.S. National Conference on Earthquake Engineering
• 作者: Pei, S.

Dynamic Testing and Analysis of Multi-Story Rocking Cross Laminated Timber Walls

多层摇摆交叉层压木墙的动态测试与分析

• 发表时间: 2018
• 期刊: 11th U.S. National Conference on Earthquake Engineering
• 作者: Wichman, S.

Time-to-Functionality Fragilities for Performance Assessment of Buildings

• DOI: 10.1061/(asce)st.1943-541x.0003195
• 发表时间: 2021-12
• 期刊: Journal of Structural Engineering
• 影响因子: 4.1
• 作者: J. Furley;J. W. van de Lindt;S. Pei;S. Wichman;Hamed Hasani;J. Berman;K. Ryan;J. Daniel Dolan;R. Zimmerman;E. McDonnell

Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms

带顶和无顶交叉层压木隔膜的振动台实验测试和性能

• DOI: 10.1061/(asce)st.1943-541x.0002914
• 发表时间: 2021
• 期刊: Journal of Structural Engineering
• 影响因子: 4.1
• 作者: Barbosa, Andre R.;Rodrigues, Leonardo G.;Sinha, Arijit;Higgins, Christopher;Zimmerman, Reid B.;Breneman, Scott;Pei, Shiling;van de Lindt, John W.;Berman, Jeffrey;McDonnell, Eric
• 通讯作者: McDonnell, Eric

System Identification of UCSD-NHERI Shake-Table Test of Two-Story Structure with Cross-Laminated Timber Rocking Walls

• DOI: 10.1061/(asce)st.1943-541x.0002938
• 发表时间: 2021-04-01
• 期刊: JOURNAL OF STRUCTURAL ENGINEERING
• 影响因子: 4.1
• 作者: Mugabo, Ignace;Barbosa, Andre R.;Berman, Jeffrey W.
• 通讯作者: Berman, Jeffrey W.