Upgrading In-Plane Strength of Existing URM Walls by Fiber Composites

通过纤维复合材料升级现有 URM 墙的面内强度

基本信息

项目摘要

9422010 Goel Recent earthquakes have demonstrated the life safety hazard posed by unreinforced masonry (URM) wall structures. It is proposed to strengthen the URM walls by fiber composites. The flexibility, light weight and high tensile strength of composites makes them an ideal material for strengthening masonry structures. A recent study has demonstrated that significant increases in strength and ductility could be achieved for static loading. The primary objective of this research project will be to study the in-plane cyclic behavior of unreinforced masonry (URM) walls strengthened with fiber composites and to develop analysis and design procedures or seismic strengthening of existing URM structures. Six wall specimens,each approximately 8 ft wide and 10 ft tall, will be tested. Two different height to thickness ratios (h/t = 14 and 28) constructed of one or two wythes of bricks will be examined. Composite fabrics epoxied to the wall will either fully cover both faces of the wall, or will be applied as vertical strips spaced apart and staggered on the opposite faces of the wall. Test results will be used to develop design guidelines for retrofitting of URM structures. The proposed research will be closely coordinated with a parallel research investigating the out of plane cyclic behavior of fiber reinforced URM wall at the University of Arizona. ***
9422010戈埃尔最近的地震证明了未加固的砖墙结构构成的生命安全危险。提出了用纤维复合材料加固城市道路混凝土墙体。复合材料的柔韧性、轻质和高抗拉强度使其成为加固砌体结构的理想材料。最近的一项研究表明,静力加载可以显著提高强度和延性。本研究项目的主要目的将是研究纤维复合材料加固的无筋砖墙的平面内循环性能,并制定现有URM结构的分析和设计程序或抗震加固。将对六个墙体试件进行测试,每个试件大约8英尺宽,10英尺高。我们将考察两种不同的高厚比(h/t=14和28),它们是由一个或两个怀特砖构成的。涂在墙面上的复合织物要么完全覆盖墙的两面,要么作为垂直条带分开并交错地应用在墙的相对面上。测试结果将被用来制定城市轨道交通结构加装的设计指南。建议的研究将与亚利桑那大学的一项平行研究密切协调,该研究调查纤维增强URM墙的平面外循环性能。***

项目成果

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Subhash Goel其他文献

Subhash Goel的其他文献

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{{ truncateString('Subhash Goel', 18)}}的其他基金

US-India NEES Workshop at IIT Bombay
美国-印度 NEES 研讨会在印度理工学院孟买分校举行
  • 批准号:
    0450511
  • 财政年份:
    2005
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Standard Grant
Cooperative Participation in CFT-Buckling Restrained Braced Frame Testing and International Workshop on Steel and Concrete Composite Construction at NCREE, Taiwan
合作参与台湾 NCREE 的 CFT-屈曲约束支撑框架测试和钢与混凝土复合结构国际研讨会
  • 批准号:
    0336339
  • 财政年份:
    2003
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Standard Grant
Planning of US-Japan Cooperative Research Program on Full Structural System Testing
美日全结构系统测试合作研究计划规划
  • 批准号:
    9905804
  • 财政年份:
    1999
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Continuing Grant
Seismic Behavior of Column Base Connections in Braced Steel Structures
支撑钢结构柱基连接的抗震性能
  • 批准号:
    9810595
  • 财政年份:
    1999
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Continuing Grant
Seismic Retrofit of Suspension Bridges in the Central and Eastern U.S. Using Distributed Supplemental Damping
使用分布式补充阻尼对美国中部和东部的悬索桥进行抗震改造
  • 批准号:
    9721452
  • 财政年份:
    1998
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Standard Grant
Concrete - Encased Steel Joist Composite Structures for Seismic Resistance
混凝土 - 抗震钢托梁复合结构
  • 批准号:
    9502470
  • 财政年份:
    1995
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Continuing Grant
Seismic Evaluation and Upgrading of Existing Steel Concentric Braced Structures
现有钢同心支撑结构的抗震评估与改造
  • 批准号:
    9416184
  • 财政年份:
    1994
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Standard Grant
Develop Cooperative Research with IIT Delhi in Seismic Resistant Design of Building Structures, Individual Travel Award in Indian Currency
与德里印度理工学院开展建筑结构抗震设计合作研究,获得印度货币个人旅行奖
  • 批准号:
    9401661
  • 财政年份:
    1994
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Standard Grant
Planning Phase 5 of U.S.-Japan Cooperative Earthquake Research
规划美日地震合作研究第五阶段
  • 批准号:
    9201309
  • 财政年份:
    1992
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Standard Grant
State-of-the-Art Review: Earthquake Resistant Design of Mixed Steel-Concrete Structures in Japan
最新技术综述:日本钢-混凝土混合结构的抗震设计
  • 批准号:
    9106355
  • 财政年份:
    1991
  • 资助金额:
    $ 7.99万
  • 项目类别:
    Standard Grant

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