NEESR-II: Toward Rapid Return to Occupancy in Unbraced Steel Frames
NEESR-II: Toward Rapid Return to Occupancy in Unbraced Steel Frames
批准号:
0830414
负责人:
Peter Dusicka
金额:
$34.96万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2008
资助国家:
美国
项目状态:
已结题
起止时间:
2008-10-01 至 2014-09-30
中文摘要
该奖项是NSF 08-519计划征集小乔治·E·布朗的成果。地震工程模拟(NEES)研究网络(NEESR)竞赛,包括波特兰州立大学(牵头机构)、华盛顿大学(分奖)和加州州立大学洛杉矶分奖(分奖)。该项目将利用内华达大学雷诺分校的多重振动台NEES设备。钢框架建筑的基本抗震设计理念一直是依靠重力荷载系统,以防止人员伤亡。然而,建筑物业主和社会的期望不再满足于仅仅提供生命安全,因此需要新的结构系统来提高性能水平,以限制损害。其中一个设计目标需要包括迅速恢复入住率,特别是对于没有最大预期那么严重的地震。该项目的总体目标是为能够达到特定目标性能水平的无支撑钢框架开发一种横向抗力体系,即连杆柱框架体系。拟议的结构系统包括新的和传统的结构组件的配置,这些组件共同导致可预测和快速恢复的损害。NEES设备现场提供了一种独特的能力,可以在动态负载下对系统级响应进行实验评估,这是研究结构组件相互作用和评估拟议建筑框架的潜在优势所必需的。这一NEES个人调查员项目将通过开发一种独特的抗震荷载抵抗系统来改变中高地震活动地区的抗震设计方法,从而为该项目的智力优势做出贡献。这项研究将使用先进的实验和计算研究方法,以发展对系统和组件行为的必要理解。将生成来自大规模动态实验的数据集,以确保开发出能够捕获组件和系统行为的分析模型。通过这样的实验和分析研究计划实现的理解深度将使稳健设计方法的发展成为可能。这项研究的成果不仅将对抗震设计产生影响,还将对其他更广泛的影响产生影响。使用这种新的结构系统将减少灾后停机时间和建筑物维修费用,从而对减少地震损失和生命周期费用产生重大影响。此外,这项研究将加深对一种新型复合材料结构的理解,这种结构可以适用于其他结构部件。该项目还将通过与少数族裔服务机构和以本科为主的机构的教职员工和本科生积极合作,影响工程教育和多样性。拟议的活动与综合教育部分相结合,旨在强调本科生工程教育中能力和绩效设计的重要性。这些教育方面将通过使用现有的NEES基于网络的远程呈现工具的研究参与得到加强。该项目的数据将通过NEES数据库(http://www.nees.org).)提供
英文摘要
This award is an outcome of the NSF 08-519 program solicitation George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Research (NEESR) competition and includes Portland State University (lead institution), University of Washington (subaward), and California State University, Los Angeles (subaward). The project will utilize the multiple shake table NEES equipment site at the University of Nevada, Reno. The basic seismic design philosophy for steel frame buildings has been to rely on the gravity load system in order to prevent loss of life. However, the expectations of building owners and society are no longer satisfied with merely providing life safety, so new structural systems are needed for achieving improved performance levels that limit damage. One of the design targets needs to include rapid return to occupancy, especially for earthquakes that are less severe than the maximum expected. The overall objective of this project is to develop a lateral load resisting system, the linked column frame system, for unbraced steel frames capable of achieving specific target performance levels. The proposed structural system includes configurations of novel and conventional structural components that together result in predictable and rapidly recoverable damage. NEES equipment sites offer a unique capability to experimentally evaluate system level response under dynamic loads, which is required to study the interaction of the structural components and evaluate the potential advantages of the proposed building frames. This NEES individual investigator project will transform seismic design approach in regions of moderate and high seismicity by developing a unique seismic load resisting system, thereby contributing to the intellectual merit of the project. The research will use advanced experimental and computational research methods to develop the necessary understanding of system and component behaviors. Data sets from large-scale dynamic experiments will be generated to ensure that analytical models capable of capturing both component and system behavior are developed. The depth of understanding achieved through such an experimental and analytical research program will enable the development of robust design methodologies. The outcomes of this research will not only impact seismic design, but also result in other broader impacts. Utilization of such new structural systems will reduce post-event downtime and building repair costs, and thus will have a significant impact on reducing earthquake losses and life-cycle costs. Further, the research will develop understanding of a novel composite construction that could be adapted to other structural components. This project will also impact engineering education and diversity through active collaboration with faculty and undergraduate students from a minority serving and predominantly undergraduate institution. The proposed activities are combined with an integrated educational component designed to emphasize the importance of capacity and performance design in undergraduate engineering education. These educational aspects will be reinforced through research participation using existing NEES web based telepresence tools. Data from this project will be made available through the NEES data repository (http://www.nees.org).
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Achieving Sustainable Urban Buildings with Seismically Resilient Mass Timber Core Wall and Floor System
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财政年份:2016
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负责人:Peter Dusicka
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依托单位:
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