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A design performance driven learning framework for conceptual design knowledge : methodology development and applications

机译:概念设计知识的设计性能驱动学习框架:方法开发和应用

摘要

This thesis develops a learning framework for automation of acquisition of bridge conceptual design knowledge. The thesis proposes a new learning methodology explicitly aimed at capturing quality design aspects to help engineer gain insight into good design. The research uses the National Bridge Inventory (NBI) data, which contains more than 600,000 bridges. The physical condition ratings are used as proxies for design quality. In this data the relationships between physical condition ratings and bridge design elements are not well-known. The simultaneous equation model (SEM) technique is employed to model the physical condition ratings. SEM has the advantage over existing methods of state transition probability estimation in that no a-priori subjective conditional grouping is required. The resulting model yields the marginal effects of design variables on condition ratings, which is easy for engineers to interpret. The analysis results reveal that design features available in the NBI database alone do not adequately explain the resulting condition ratings. Using the identified performance model, COBWEB, an incremental clustering algorithm, is employed to learn mappings from design specification to configuration space. However, the COBWEB branching strategy focuses on probabilistic predictability of feature values. The learned knowledge therefore represents not clusters of good design aspects but rather clusters of local similarity. A modification to the existing strategy is proposed. A set of experiments has been conducted to compare the original and the modified COBWEB. Finally, the thesis provides a detailed discussion of issues related to the quality of the NBI database and proposes strategies for improved analysis of the NBI bridge data.
机译:本文为桥梁概念设计知识的获取提供了一个自动化的学习框架。本文提出了一种新的学习方法,明确地旨在捕获高质量的设计方面,以帮助工程师深入了解良好的设计。该研究使用了国家桥梁清单(NBI)数据,其中包含600,000多个桥梁。身体状况等级被用作设计质量的代理。在此数据中,物理状态额定值与桥梁设计元素之间的关系并不为人所知。联立方程模型(SEM)技术用于对身体状况评分进行建模。 SEM与现有状态转移概率估计方法相比具有优势,因为不需要先验主观条件分组。生成的模型产生设计变量对工况额定值的边际影响,这对于工程师来说很容易解释。分析结果表明,仅在NBI数据库中可用的设计功能不足以解释所产生的条件等级。使用确定的性能模型,COBWEB(一种增量聚类算法)被用于学习从设计规范到配置空间的映射。但是,COBWEB分支策略专注于特征值的概率可预测性。因此,所学知识不是好的设计方面的群集,而是局部相似性的群集。提出了对现有策略的修改。已经进行了一组实验,以比较原始COBWEB和修改后的COBWEB。最后,本文详细讨论了与NBI数据库质量有关的问题,并提出了改进NBI桥梁数据分析的策略。

著录项

  • 作者

    Chaiworawitkul Sakda 1977-;

  • 作者单位
  • 年度 2008
  • 总页数
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类

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