RSB/Collaborative Research: A Risk-Informed Decision Framework to Achieve Resilient and Sustainable Buildings that Meet Community Objectives

RSB/合作研究:基于风险的决策框架,以实现满足社区目标的弹性和可持续建筑

基本信息

  • 批准号:
    1452725
  • 负责人:
  • 金额:
    $ 76万
  • 依托单位:
  • 依托单位国家:
    美国
  • 项目类别:
    Standard Grant
  • 财政年份:
    2015
  • 资助国家:
    美国
  • 起止时间:
    2015-02-15 至 2019-01-31
  • 项目状态:
    已结题

项目摘要

Strong winds, such as those produced by tornadoes and hurricanes, have resulted in billions of dollars in damage annually and continue to threaten the safety of building occupants. Much of the United States that is susceptible to these hazards also has expansive soils, where slab-on-grade construction is commonplace. A new type of modular residential building system, consisting of precast concrete elements combined with light-frame wood sub-systems, including a basement, will be investigated to achieve the following objectives: (1) provide life safety for occupants by enabling them to shelter in the basement, (2) utilize recycled sustainable backfill that will improve sustainability while decreasing the chance of expansive soil damage to the above-grade portion of the building, and (3) decrease the risk of tornado and hurricane wind damage by providing a stiffer and stronger living area through the addition of precast concrete elements. The building design will be optimized by considering how a building should be designed to contribute to community resilience while maintaining a prescribed level of sustainability and keeping homeownership costs at a reasonable level. While an integrated building system of precast concrete and light-frame wood components is not the norm in the current construction market, it represents an opportunity to investigate a new type of system that may reduce the cost of single and multi-family home ownership during the life-span of the building and, at the same time, improve the quality of life from a community perspective. In this research, the attributes that make a community resilient will be de-aggregated to the building level to facilitate development of the soil-foundation-structure-building envelope system through a process that seeks to optimize building performance with respect to resilience and sustainability goals. The resulting building performance criteria will take into consideration common construction practices, while balancing community preferences with individual-level risk perceptions. The optimization will involve multiple objectives and constraints associated with specified resilience and sustainability attributes. The research hypotheses are that it is possible to develop risk-informed performance criteria for individual resilient and sustainable buildings exposed to a spectrum of natural hazards that can be matched to community goals, that building attributes can be identified and parameterized to support this general risk-informed decision framework, and that the risk-informed decision framework supporting these performance criteria for individual buildings will enable enhanced community resilience and sustainability by targeting public and private investments to manage life-cycle costs. This research will enable the following outcomes: (1) development of a decision framework that allows community resilience goals to be reflected in the design of complete building systems through de-aggregation of identified community attributes, (2) ability to relate building performance criteria to influencing factors at the community level and integration of sustainability metrics and risk perceptions of decision makers, (3) creation of a new concept for hybridized construction that is balanced between resilience and sustainability objectives, (4) application of the decision framework to a range of test bed problems to demonstrate its ability to handle different size populations and demographic configurations, and (5) a student-centered learning experience. The de-aggregation of the attributes that make a community resilient and a building sustainable will enable a decision framework that addresses the paradoxical issue of single building optimization for community objectives and leads to practical performance-based criteria for an innovative building system. This approach will facilitate a new generation of improved performance-based building standards to achieve community resilience and sustainability goals.
强风,例如龙卷风和飓风所产生的强风,每年造成数十亿美元的损失,并继续威胁建筑居民的安全。 容易受到这些危害的美国大部分地区也有膨胀的土壤,在那里,在层上的平板建筑很普遍。 将研究一种新型的模块化住宅建筑系统,由预制的混凝土元素与光框木材子系统相结合,包括地下室,以实现以下目标:(1)为乘员提供生命安全,通过使它们能够在地下室避难,(2)利用可持续性的可持续性,可以在地下室中改善构建范围,并在构建范围内,可以在宽敞的范围内造成扩展的损害,并且范围内的范围是扩展的,并且范围较小的途径,范围内的范围是扩展的,范围的范围是扩展的,该端口的范围是扩展的。 (3)通过添加预制混凝土元素,通过提供更硬,更强的起居区,降低了龙卷风和飓风风损伤的风险。建筑物设计将通过考虑应如何设计建筑物来优化建筑物的设计,以促进社区的弹性,同时保持规定的可持续性水平,并在合理的水平上保持房屋所有权。 虽然在当前建筑市场中,既有预制混凝土和木制木材组件的集成建筑系统并不是常态,但它代表了调查一种新型系统的机会,该系统可能会降低建筑物的生命范围内的单个和多户家庭所有权的成本,并同时从社区角度来提高生活质量。 在这项研究中,使社区弹性的属性将被取消聚集到建筑水平,以促进通过一个过程通过一个过程来开发土壤所建造的建筑构建信封系统,该过程旨在优化建筑绩效,方面方面的韧性和可持续性目标。由此产生的建筑绩效标准将考虑共同的建筑实践,同时平衡社区偏好与个人级别的风险感知。该优化将涉及与指定的弹性和可持续性属性相关的多种目标和约束。研究假设是,可以根据可以与社区目标相匹配的各种自然危害的个人有弹性和可持续性建筑物,以制定风险信息的性能标准,可以确定和参数识别建筑物属性,以支持这一普遍风险的决策框架,并支持这些私有企业的私有构建范围,以增强风险的私有构建范围,以促进这些私有企业的范围,并启用了私人的范围,使这些私人构建能力促进了启用型号的范围。管理生命周期成本。 这项研究将实现以下结果:(1)开发一个决策框架,该框架可以通过消除确定的社区属性来反映完整建筑系统的设计中,(2)将建筑绩效标准与在社区水平上的影响因素与构建的构建和风险构造的构建(3)创建(3)创建的能力(3)的能力(3)可持续性目标,(4)将决策框架应用于一系列测试床问题,以证明其处理不同规模的人群和人口统计配置的能力,以及(5)以学生为中心的学习经验。使社区韧性和建筑物可持续发展的属性的脱粒化将实现一个决策框架,该框架解决了针对社区目标的单个建筑优化的矛盾问题,并为创新的建筑系统带来了基于绩效的实用标准。 这种方法将促进新一代改进的基于绩效的建筑标准,以实现社区的弹性和可持续性目标。

项目成果

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John van de Lindt其他文献

Numerical investigation of turbulence effect on flight trajectory of spherical windborne debris: A multi-layered approach
  • DOI:
    10.1016/j.probengmech.2024.103661
  • 发表时间:
    2024-07-01
  • 期刊:
  • 影响因子:
  • 作者:
    Shaopeng Li;Kurtis Gurley;Yanlin Guo;John van de Lindt
  • 通讯作者:
    John van de Lindt
Barriers and Possibilities for Interdisciplinary Disaster Science Research: Critical Appraisal of the Literature
跨学科灾害科学研究的障碍和可能性:文献批判性评价
  • DOI:
  • 发表时间:
    2022
  • 期刊:
  • 影响因子:
    2.7
  • 作者:
    Blythe Johnston;John van de Lindt
  • 通讯作者:
    John van de Lindt

John van de Lindt的其他文献

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{{ truncateString('John van de Lindt', 18)}}的其他基金

POSE: Phase I: Establishing an Open-Source Ecosystem for the Interdisciplinary Networked Community Resilience Modeling Environment (IN-CORE)
POSE:第一阶段:为跨学科网络社区复原力建模环境(IN-CORE)建立开源生态系统
  • 批准号:
    2229608
  • 财政年份:
    2022
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
Collaborative Research: Converging Design Methodology: Multi-objective Optimization of Resilient Structural Spines
合作研究:融合设计方法:弹性结构脊柱的多目标优化
  • 批准号:
    2120692
  • 财政年份:
    2021
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
CoPe EAGER: Collaborative Research: Evaluating Coastal Community Resilience Bonds to Facilitate Community Recovery
CoPe EAGER:合作研究:评估沿海社区复原力债券以促进社区恢复
  • 批准号:
    1940119
  • 财政年份:
    2019
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
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
  • 财政年份:
    2016
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
Collaborative Research: Fundamental Mechanics and Conditional Probabilities for Prediction of Hurricane Surge and Wave Loads on Elevated Coastal Structures
合作研究:预测飓风潮和高架海岸结构波浪载荷的基本力学和条件概率
  • 批准号:
    1266101
  • 财政年份:
    2013
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
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:
    1344646
  • 财政年份:
    2013
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
NEESR-CR: NEESsoft-Seismic Risk Reduction for Soft-Story, Wood frame Buildings
NEESR-CR:NEESsoft-软层木框架建筑地震风险降低
  • 批准号:
    1314957
  • 财政年份:
    2012
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
NEESR-CR: NEESsoft-Seismic Risk Reduction for Soft-Story, Wood frame Buildings
NEESR-CR:NEESsoft-软层木框架建筑地震风险降低
  • 批准号:
    1041631
  • 财政年份:
    2010
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
Travel Support to E-Defense for US Wood Researchers
为美国木材研究人员提供 E-Defense 旅行支持
  • 批准号:
    0939300
  • 财政年份:
    2009
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant
SGER NEESR Payload Project to NEESR SG Award CMS-0530759: Leveraging Tsunami Research - Wave Loading on Residential Structures with Earthquake and Hurricane Applications
SGER NEESR 有效载荷项目荣获 NEESR SG 奖 CMS-0530759:利用海啸研究 - 地震和飓风应用中住宅结构的波浪载荷
  • 批准号:
    0651710
  • 财政年份:
    2007
  • 资助金额:
    $ 76万
  • 项目类别:
    Standard Grant

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