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Limit State Design Methodology and Reliability Analysis for Reinforced Masonry

Limit State Design Methodology and Reliability Analysis for Reinforced Masonry
加筋砌体的极限状态设计方法和可靠性分析
批准号:
8722863
负责人:
Gary Hart
金额:
$19.65万
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 1991-08-31

项目摘要

项目成果

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中文摘要
翻译
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。本课题旨在建立钢筋砌体结构的极限状态设计方法及可靠度分析。验证该方法的数据将来自其他砌体研究人员进行的实验和分析研究。研究结果将为地震区加筋砌体结构的设计建议和标准提供依据。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 for the establishment of a limit state design methodology and reliability analysis for reinforced masonry construction. Data to validate the methodology will stem from experimental and analytical research conducted by other masonry researchers. The results of the research will form the basis for design recommendations and criteria for reinforced masonry construction in seismic zones. 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.
期刊论文(0)
专著(0)
科研奖励(0)
会议论文
U.S. National Wind Engineering Conference; University of California, Los Angeles, June 27-30, 1993
Existing Masonry Infill Building Test Program
Preliminary Design Recommendations (Press Project 1.6)
Engineering Research Equipment Grant: Large Scale Mobile Eccentric Mass Vibrator
国内基金
海外基金
Simulation and certification of the ground state of many-body systems on quantum simulators
  • 批准号:
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  • 项目类别:
    --
  • 资助金额:
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  • 批准年份:
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  • 负责人:
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  • 依托单位:
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微波有源Scattering dark state粒子的理论及应用研究
  • 批准号:
    61701437
  • 项目类别:
    青年科学基金项目
  • 资助金额:
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  • 批准年份:
    2017
  • 负责人:
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  • 依托单位: