RAPID: Forensic Analysis of Eccentrically Braced Frame Fracture during the February 2011 Christchurch, New Zealand Earthquake
RAPID:2011 年 2 月新西兰基督城地震期间偏心支撑框架断裂的法医分析
基本信息
- 批准号:1138634
- 负责人:
- 金额:$ 2.6万
- 依托单位:
- 依托单位国家:美国
- 项目类别:Standard Grant
- 财政年份:2011
- 资助国家:美国
- 起止时间:2011-07-15 至 2012-06-30
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
The principal research objective of this Rapid Response Research (RAPID) award is to identify and understand the conditions that could cause an earthquake-induced fracture in eccentrically braced frame (EBF) steel buildings. For this purpose, multi-scale forensic analysis of the first earthquake failure worldwide of an EBF structure will be conducted. Such a failure occurred in the Christchurch Hospital during the February 2011 Christchurch, New Zealand earthquake. The perishable data to be collected under this RAPID are material specimens from the failed frame before repairs begin. The forensic analysis involves simulations encompassing several scales (from building scale to micromechanical fracture), and will feature mechanical and chemical material tests from the failed frame. The research, if successful, will result in the discovery of new failure modes of EBFs with direct implications for design safety. The broad significance of this research will include the discovery of new failure modes and the consequent enhancement of design considerations, resulting in safer buildings. Outside the immediate discipline of structural engineering, a significant impact is the modeling of a comprehensive end-to-end simulation (encompassing several scales) of an observed field failure. In addition to revealing deficiencies in such end-to-end simulation methodologies, and thus spawning new research, this will have high educational and training value across various levels of academic accomplishment, including technology transfer to industry.
该快速反应研究(RAPID)奖的主要研究目标是确定和了解可能导致偏心支撑框架(EBF)钢建筑地震诱导断裂的条件。为此,将对EBF结构在世界范围内的首次地震破坏进行多尺度法医分析。2011年2月新西兰基督城地震期间,基督城医院发生了此类故障。 在此RAPID下收集的易损坏数据是修理开始之前从故障框架上采集的材料样本。 法医分析包括模拟包括几个尺度(从建筑规模到微观机械断裂),并将从失败的框架进行机械和化学材料测试。如果研究成功,将导致发现新的EBF失效模式,直接影响设计安全。 这项研究的广泛意义将包括发现新的故障模式和随之而来的设计考虑的增强,从而导致更安全的建筑物。在结构工程的直接学科之外,一个重要的影响是对观察到的现场故障进行全面的端到端模拟(包括几个尺度)的建模。除了揭示这种端到端仿真方法的缺陷,从而产生新的研究之外,这将在各种学术成就水平上具有很高的教育和培训价值,包括向工业转移技术。
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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Amit Kanvinde其他文献
Estimation of backbone model parameters for simulation of exposed column base plates
用于模拟外露柱底板的骨架模型参数估计
- DOI:
10.1016/j.jcsr.2024.109034 - 发表时间:
2024-12-01 - 期刊:
- 影响因子:4.300
- 作者:
Sergio Villar-Salinas;Amit Kanvinde;Francisco López-Almansa - 通讯作者:
Francisco López-Almansa
Multiscale lattice discrete particle modeling of steel-concrete composite column bases under pull-out and cyclic loading conditions
钢-混凝土组合柱脚在拔出和循环加载条件下的多尺度格子离散粒子建模
- DOI:
10.1016/j.compstruc.2025.107705 - 发表时间:
2025-04-01 - 期刊:
- 影响因子:4.800
- 作者:
Yingbo Zhu;Ahmad Hassan;Amit Kanvinde;Alessandro Fascetti - 通讯作者:
Alessandro Fascetti
Evaluation of overstrength-based interaction checks for columns in steel moment frames
基于超强的钢框架柱相互作用检查的评估
- DOI:
10.1016/j.jcsr.2024.109123 - 发表时间:
2025-01-01 - 期刊:
- 影响因子:4.300
- 作者:
Tomasz Falborski;Greta Murtas;Ahmed Elkady;Dimitrios Lignos;Amit Kanvinde - 通讯作者:
Amit Kanvinde
Strength characterization of exposed column base plates subjected to axial force and biaxial bending
- DOI:
10.1016/j.engstruct.2021.112165 - 发表时间:
2021-06-15 - 期刊:
- 影响因子:
- 作者:
Ahmad S. Hassan;Pablo Torres-Rodas;Laura Giulietti;Amit Kanvinde - 通讯作者:
Amit Kanvinde
Amit Kanvinde的其他文献
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{{ truncateString('Amit Kanvinde', 18)}}的其他基金
Collaborative Research: Micromechanics-based Framework for Modeling Fracture of Weldments in Structural Steel
合作研究:基于微观力学的结构钢焊件断裂建模框架
- 批准号:
2129445 - 财政年份:2021
- 资助金额:
$ 2.6万 - 项目类别:
Standard Grant
Simulation of Interactive Cyclic Local-Global Buckling in Steel Members Using Nonlocal Hybrid Element
使用非局部混合单元模拟钢构件中交互式循环局部-全局屈曲
- 批准号:
1926202 - 财政年份:2019
- 资助金额:
$ 2.6万 - 项目类别:
Standard Grant
Collaborative Research: Simulating Crack Propagation in Steel Structures Under Ultra-Low Cycle Fatigue and Low-Triaxiality Loading from Earthquakes and Other Hazards
合作研究:模拟地震和其他灾害造成的超低周疲劳和低三轴度载荷下钢结构的裂纹扩展
- 批准号:
1634291 - 财政年份:2016
- 资助金额:
$ 2.6万 - 项目类别:
Standard Grant
Computational Simulation of Local Damage in Structures
结构局部损伤的计算模拟
- 批准号:
1434300 - 财政年份:2014
- 资助金额:
$ 2.6万 - 项目类别:
Standard Grant
Collaborative Research: Multi-Scale Simulation of Low-Triaxiality Fracture and Ultra Low Cycle Fatigue in Steel Structures
合作研究:钢结构低三轴度断裂和超低周疲劳的多尺度模拟
- 批准号:
0825155 - 财政年份:2008
- 资助金额:
$ 2.6万 - 项目类别:
Standard Grant
NEESR-II Large-scale testing and micromechanical simulation of ultra-low-cycle fatigue cracking in steel structures
NEESR-II 钢结构超低周疲劳裂纹大规模试验与微观力学模拟
- 批准号:
0421492 - 财政年份:2004
- 资助金额:
$ 2.6万 - 项目类别:
Standard Grant
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