Nonlinear analysis of large scale masonry structures**

大型砌体结构的非线性分析**

• 批准号: 531069-2018
• 负责人: Pietruszczak, Stanislaw
• 金额: $ 5.76万
• 依托单位: McMaster University
• 依托单位国家: 加拿大
• 项目类别: Collaborative Research and Development Grants
• 财政年份: 2018
• 资助国家: 加拿大
• 起止时间: 2018-01-01 至 2019-12-31
• 项目状态: 已结题
• 来源: https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=662178
• 关键词: Nonlinear; analysis; large; scale; masonry

The main objective of the research proposed here is to examine the seismic performance of unreinforced masonry structures for a number of powerhouses and sub-stations of Hydro-Quebec. The focus is on assessment of the corresponding safety-related margins and evaluation of different retrofit strategies. The masonry buildings of Hydro-Quebec, which are located in seismic zones of southern and eastern Quebec, are large-scale structures of strategic importance that have a complex geometry. Their analysis requires advanced methodologies that go beyond the current engineering practice. ** The proposed research has a strong fundamental component that deals with the development of continuum-based constitutive relations for describing the inelastic response of structural masonry. The formulation will invoke both meso and macroscale analysis. The objective of the mesoscale approach is two-fold; it can be employed for analysis of small scale masonry structures (e.g. brick walls/arches) and, what is of primary interest here, it can provide a set of 'virtual data' that is required to develop a macroscale approach. The latter, i.e. the continuum representation, will account the effects of structural anisotropy as well as description of a discontinuous failure mode associated with propagation of discrete macrocracks.** The constitutive relations developed at both meso and macroscale will be incorporated in the framework of finite element analysis. A specialized package will also be developed for identification of material functions embedded in the continuum description. The input here will the 'virtual data' from mesoscale analysis. Extensive nonlinear seismic analysis will be performed for a number of selected large-scale masonry structures of Hydro-Quebec using appropriate accelerograms specified by NBC of Canada. The main outcome of the numerical analysis will be a set of recommendations regarding the strategy for an adequate and economic refurbishment and upgrading of these structures.**********

这里提出的研究的主要目标是检查的无筋砌体结构的抗震性能的一些发电站和魁北克水电站。重点是评估相应的安全相关的裕度和不同的改造策略的评价。位于魁北克南部和东部地震带的魁北克水电工程的砖石建筑是具有复杂几何形状的具有战略重要性的大型结构。他们的分析需要超越当前工程实践的先进方法。** 拟议的研究有一个强大的基本组成部分，处理与发展的连续本构关系描述结构砌体的非弹性响应。这一表述将援引中观和宏观分析。中尺度方法的目标是双重的，它可以用于分析小规模的砌体结构（例如砖墙/拱门），什么是这里的主要利益，它可以提供一组“虚拟数据”，需要开发一个宏观的方法。后者，即连续体表示，将考虑结构各向异性的影响，以及与离散宏观裂纹扩展相关的不连续破坏模式的描述。 在细观和宏观尺度上发展的本构关系将被纳入有限元分析的框架。还将开发一个专门的软件包，用于识别连续体描述中嵌入的材料功能。这里输入的是中尺度分析的“虚拟数据”。将使用加拿大NBC规定的适当加速度记录，对魁北克水电公司的一些选定的大型砌体结构进行广泛的非线性地震分析。数值分析的主要结果将是就这些结构的适当和经济的翻修和升级战略提出一套建议。