NEESR-CR: Steel Truss Systems with Enhanced Seismic Safety and Performance
NEESR-CR:具有增强抗震安全性和性能的钢桁架系统
基本信息
- 批准号:0936563
- 负责人:
- 金额:$ 59.95万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Standard Grant
- 财政年份:2009
- 资助国家:美国
- 起止时间:2009-10-01 至 2015-09-30
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
This award is an outcome of the NSF 09-524 program solicitation "George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Research (NEESR)" competition and includes the University of Texas, Arlington (lead) and Valparaiso University (subaward). This award will utilize the NEES equipment site at the University of Minnesota, named the Multi-Axial Subassemblage Testing (MAST) Laboratory. The goal of this research is to advance seismic safety and design of building structures by studying two steel truss systems: special truss moment frames (STMFs) and staggered truss frames (STFs). Due to their ability to achieve large column-free floor spaces, STMFs and STFs are unique, valuable options for structural engineers. However, although STMFs and STFs offer a wide range of structural, architectural, and economical benefits, limited research data is available on the seismic performance of these systems. Because previous tests on STMFs do not adequately reflect the current practice in design and detailing, substantial improvement in design methodology and confidence could be gained for STMFs by further research. Despite the strong interest among the engineering community, the application of STFs to seismic regions has been restricted due to lack of research. The project will advance knowledge about the system behavior of STMFs and STFs and recommend innovations to improve the seismic performance of these two truss systems.Intellectual Merit: The NEES-MAST facility will be used to impose cyclic loading on large-scale subassemblages that comprise the fundamental structural unit of a STMF or STF. The large-scale tests will be used to: (1) verify the behavior of STMFs constructed according to recommendations from recent research results; (2) explore specific truss configurations that could enhance the performance of STMFs; (3) clarify the system behavior of STFs under cyclic loading; and (4) identify preferred energy dissipation mechanisms for STFs. The structural engineering laboratory at Valparaiso University will be used to examine the cyclic loading performance of shear-stud connections between steel chord members and hollow core concrete planks. In addition, analytical studies will lead to general nonlinear analysis methods that represent the seismic behavior of STMFs and STFs and generate nonlinear time history analysis data for a set of representative building systems that utilize STMFs or STFs. Results from this research will promote wider use of STMFs and STFs.Broader Impacts: This award will support undergraduate students at Valparaiso University and the University of Minnesota to participate in the research. The PI at Valparaiso University participates in an engineering education initiative to introduce scientific visualization using virtual reality systems. These systems will be used to create three-dimensional (3D) models of both the experimental tests and analytical models. The PIs will use the 3D models to aid dissemination of the research results to the professional and academic communities. The 3D models will also be used to develop educational tools to introduce K-12 and undergraduate students to earthquake engineering research activity, the significance of earthquake effects, and the functions of building structures. The educational tools will be made available in the public domain for use in virtual reality systems or with a traditional computer screen projector. Data from this project will be archived and made available to the public through the NEES data repository.
该奖项是NSF 09-524项目征集“小乔治·E·布朗地震工程模拟网络(NEES)研究(NEESR)”竞赛的结果,其中包括德克萨斯大学阿灵顿分校(领奖)和瓦尔帕莱索大学(分奖)。该奖项将利用明尼苏达大学的NEES设备基地,名为多轴组件测试(MAST)实验室。本研究的目的是通过研究两种钢桁架体系:特殊桁架弯矩框架(STMF)和交错桁架框架(STF)来提高建筑结构的抗震安全性和设计。由于它们能够实现大面积的无柱楼面空间,STMF和STF对于结构工程师来说是独特的、有价值的选择。然而,尽管STMF和STF提供了广泛的结构、建筑和经济利益,但关于这些体系的抗震性能的研究数据有限。由于以前对STMF的测试不能充分反映当前的设计和细节设计实践,因此通过进一步的研究,可以在设计方法和信心方面取得实质性的改进。尽管受到工程界的强烈关注,但由于缺乏研究,STF在地震区的应用一直受到限制。该项目将促进对STMF和STF体系行为的了解,并推荐改进这两个桁架体系抗震性能的创新。智能优点:NEES-MAST设施将用于对组成STMF或STF基本结构单元的大型部件施加循环荷载。大型试验将用于:(1)验证根据最近研究结果的建议构建的STMF的性能;(2)探索可以提高STMF性能的特定桁架配置;(3)阐明STF在循环荷载下的系统行为;以及(4)确定STF的首选耗能机制。瓦尔帕莱索大学的结构工程实验室将用于检查钢弦杆件和空心板之间的剪力螺栓连接的循环荷载性能。此外,分析研究将产生代表STMF和STF的地震行为的一般非线性分析方法,并为使用STMF或STF的一组典型建筑系统生成非线性时程分析数据。这项研究的结果将促进STMF和STF的更广泛使用。布罗德影响:该奖项将支持瓦尔帕莱索大学和明尼苏达大学的本科生参与这项研究。瓦尔帕莱索大学的PI参与了一项工程教育倡议,该倡议旨在引入使用虚拟现实系统的科学可视化。这些系统将用于创建实验测试和分析模型的三维(3D)模型。私人投资者将利用3D模型协助向专业人士和学术界传播研究成果。3D模型还将用于开发教育工具,向K-12和本科生介绍地震工程研究活动、地震效应的重要性以及建筑结构的功能。这些教育工具将在公共领域提供,用于虚拟现实系统或与传统的计算机屏幕投影仪一起使用。该项目的数据将被存档,并通过NEES数据库向公众提供。
项目成果
期刊论文数量(0)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
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Shih-Ho Chao其他文献
Strength of transverse plate-to-rectangular HSS connection under single-concentrated compression
单集中受压下横向板与矩形 HSS 连接的强度
- DOI:
10.1016/j.jcsr.2022.107606 - 发表时间:
2022-12-01 - 期刊:
- 影响因子:4.300
- 作者:
KyoungSub Park;Shih-Ho Chao - 通讯作者:
Shih-Ho Chao
Shih-Ho Chao的其他文献
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{{ truncateString('Shih-Ho Chao', 18)}}的其他基金
I-Corps: Ultra High Performance, Fiber Reinforced Concrete
I-Corps:超高性能纤维增强混凝土
- 批准号:
1564926 - 财政年份:2015
- 资助金额:
$ 59.95万 - 项目类别:
Standard Grant
PFI:AIR - TT: Establishing Manufacturing and Large-Scale Casting Process and Structural Design Criteria for Ultra-High Performance Fiber-Reinforced Concrete (UHP-FRC)
PFI:AIR - TT:建立超高性能纤维增强混凝土 (UHP-FRC) 的制造和大规模铸造工艺以及结构设计标准
- 批准号:
1414391 - 财政年份:2014
- 资助金额:
$ 59.95万 - 项目类别:
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NEESR-CR: Full-Scale RC and HPFRC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization
NEESR-CR:全尺寸 RC 和 HPFRC 框架子组件经受塌陷一致加载协议,以增强塌陷模拟和内部损伤表征
- 批准号:
1041633 - 财政年份:2010
- 资助金额:
$ 59.95万 - 项目类别:
Standard Grant
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