课题基金 / 基金详情

Evaluation of R/C Slab-Column Systems and Use of Ductile Steel Bracing for Seismic Strengthening

Evaluation of R/C Slab-Column Systems and Use of Ductile Steel Bracing for Seismic Strengthening
钢筋混凝土板柱系统的评估和使用延性钢支撑抗震加固
批准号：
9403612
负责人：
James Wight
金额：
$5.23万
依托单位：
Regents of the University of Michigan - Ann Arbor
依托单位国家：
美国
项目类别：
Standard Grant
财政年份：
1994
资助国家：
美国
项目状态：
已结题
起止时间：
1994-09-15 至 1995-08-31
来源：
https://www.nsf.gov/awardsearch/showAward?AWD_ID=9403612&HistoricalAwards=false
关键词：
EvaluationSlabColumnSystemsUse

项目摘要

项目成果

James Wight的其他基金

相似基金

相关文献

中文摘要
翻译
9403612重量该项目的主要目标是开发一种设计策略，用于对位于中、高地震带的板柱框架结构进行抗震升级。为了开发设计方法，将对大型两层双槽钢筋混凝土板柱框架试验数据、板柱连接组件试验数据以及钢角钢和钢板夹套柱试验数据进行分析和综合。设计策略将利用现有板柱结构的非支撑部分的强度和刚度贡献。结果将以一种可以被实际工程师理解和使用的形式呈现。＊＊＊
英文摘要
9403612 Wight The main objective of this project is to develop a design strategy for the use of ductile steel bracing fro the seismic upgrading of slab-column frame structures that are located in moderate and high seismic zones. To develop the design approach, the experimental data obtained from the tests on a large scale two-story by two-bay reinforced concrete slab-column framed and from the test or slab-column connection assemblies and columns jacketed with steel angles and plates will be analyzed and synthesized. The design strategy will utilize the strength and stiffness contributions from the unbraced portions of the existing slab-column structure. The results will be presented in a form that can be understood and used by practicing engineers. ***
期刊论文(0)
专著(0)
科研奖励(0)
会议论文
US-Japan Workshop on Future Directions for Earthquake Engineering Research
NEESR-CR: Assessment of Punching Shear Vulnerability of Slab-Column Connections with Shear Stud Reinforcement
NEESR-SG Innovative Applications of Damage Tolerant Fiber-Reinforced Cementitious Materials for New Earthquake-Resistant Structural Systems and Retrofit of Existing Structures
Cooperative Research on Seismic Resistant Design of Low-Cost Housing Units
海外基金