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Stochastic Modelling of Strength and Reliability of Masonry Walls Loaded in Flexure and Compression

Stochastic Modelling of Strength and Reliability of Masonry Walls Loaded in Flexure and Compression
弯曲和压缩荷载砌体墙强度和可靠性的随机建模
批准号:
LP0669538
负责人:
Prof Mark Stewart
金额:
$5.6万
依托单位:
依托单位国家:
澳大利亚
项目类别:
Linkage Projects
财政年份:
2006
资助国家:
澳大利亚
项目状态:
已结题
起止时间:
2006-11-15 至 2011-12-31

项目摘要

项目成果

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中文摘要
翻译
对于新建筑,更有效地使用结构砌体将意味着与根据现有设计规范设计的砌体结构相比,将使用更少的材料。这将降低建筑成本,降低能源成本,并有助于增加建筑审批。更准确地评估现有砖石结构安全性的能力可能使当局避免不必要的拆除或修复这些结构。这些基础设施包括澳大利亚大部分的国内住宅、轻型商业建筑、众多的遗产建筑和许多灾后功能所需的建筑。
英文摘要
For new construction, a more efficient use of structural masonry will mean that less material will be used when compared to masonry structures designed to existing design specifications. This will result in lower construction costs, reduced energy costs and could help contribute to an increase in building approvals. The ability to more accurately assess the safety of existing masonry structures may allow authorities to avoid unnecessary demolition or rehabilitation of such structures. Such infrastructure includes much of Australia's domestic housing, light commercial structures, numerous heritage buildings, and many structures required to serve a post disaster function.
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国内基金
海外基金
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