Analytical Models for Reinforced Masonry Components
Analytical Models for Reinforced Masonry Components
批准号:
8722868
负责人:
Robert Ewing
金额:
$34.89万
依托单位国家:
美国
项目类别:
Continuing Grant
财政年份:
1988
资助国家:
美国
项目状态:
已结题
起止时间:
1988-03-01 至 1992-02-29
中文摘要
在美国和世界范围内,砖石结构占建筑结构的很大一部分。加筋砌体以其经济、防火、建筑灵活、施工方便等明显的特点,在中、高震区的应用越来越多。砌体结构分析和设计、材料和施工技术的现状不能准确预测建筑在侧向荷载(如地震荷载)下的性能。在美国,砌体建筑的设计和建造方法、规范和标准依赖于工作应力方法、经验规则和确定允许应力值的可疑方法的混合。砌体也是一种复杂的建筑材料,因为大量的设计和施工变量会影响最终产品的结构及其在地震荷载下的反应。为了描述砌体建筑的地震反应,有必要建立基本的知识库,以确定符合安全和经济要求的基本设计方法。本研究项目涉及加筋砌体结构的分析建模。特别是研究集中在有限元方法,其中模型用于制定行为规则和参数,以支持其他建模方法。然后使用其他研究项目的实验数据验证这些模型。该项目是美日砌体建筑研究协调计划和砌体研究技术协调委员会计划的一部分。
英文摘要
Masonry construction comprises a large portion of building construction in the U.S. and the world. Reinforced masonry construction use is increasing in moderate to higher seismic zones because of its apparent features of economy, fire safety, architectural flexibility and ease of construction. The present state of masonry structural analysis and design, and materials and construction technologies does not enable an accurate prediction of building behavior under lateral loads such as seismic loads. In the U.S., masonry buildings are designed and built with methods, codes and standards that rely upon a mixture of working stress methods, empirical rules, and questionable methods for determining allowable stress values. Masonry is also a complex building material because of the large number of design and construction variables which influence the final product configuration and its response under seismic loads. In order to describe the seismic response of masonry buildings it is necessary to develop the fundamental knowledge base to determine basic design methodologies consistent with safety and economic requirements. This research project is concerned with analytical modeling of reinforced masonry structures. In particular the research is focused on the finite element method where the models are used to develop behavior rules and parameters in support of other modeling methods. The models are then validated by using experimental data from other research projects. This project is part of the U.S.-Japan Coordinated Program for Masonry Building Research and the Technical Coordinating Committee for Masonry Research (TCCMAR) Program.
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会议论文
International Travel Grant to Attend Symposium on Computer Methods in Structural Masonry, Swansea, UK, April 3-4, l991
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批准号:9104405
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项目类别:Standard Grant
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资助金额:$0.25万
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财政年份:1991
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负责人:Robert Ewing
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依托单位:
Analysis Models for Hollow Masonry Components
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批准号:8696076
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项目类别:Continuing Grant
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资助金额:$17.89万
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财政年份:1986
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负责人:Robert Ewing
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依托单位:
Analysis Models for Hollow Masonry Components
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批准号:8517021
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项目类别:Continuing Grant
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资助金额:$0.0万
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财政年份:1985
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负责人:Robert Ewing
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依托单位:
Methodology For Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings
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批准号:8540246
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项目类别:Standard Grant
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资助金额:$2.01万
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财政年份:1984
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负责人:Robert Ewing
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依托单位:
Methodology For Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings
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批准号:8100532
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项目类别:Standard Grant
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资助金额:$42.24万
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财政年份:1981
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负责人:Robert Ewing
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依托单位:
Guidelines for Mitigation of Seismic Hazards in Tilt-Up-WallStructures: Phase II
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批准号:8114457
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项目类别:Continuing Grant
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资助金额:$49.14万
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财政年份:1981
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负责人:Robert Ewing
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依托单位:
Methodology For Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings
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批准号:7819200
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项目类别:Contract
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资助金额:$92.47万
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财政年份:1978
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负责人:Robert Ewing
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依托单位:
Research on the Response of Existing (Masonry Buildings) Systems to Earthquake Motions
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批准号:7719829
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项目类别:Contract
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资助金额:$2.5万
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财政年份:1977
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负责人:Robert Ewing
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依托单位:
国内基金
海外基金
Scalable Learning and Optimization: High-dimensional Models and Online Decision-Making Strategies for Big Data Analysis
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批准号:--
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项目类别:合作创新研究团队
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资助金额:--
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批准年份:2024
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负责人:姚韬
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依托单位:
新型手性NAD(P)H Models合成及生化模拟
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批准号:20472090
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项目类别:面上项目
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资助金额:23.0万元
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批准年份:2004
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负责人:王乃兴
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依托单位: