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机构地区:[1]浙江工业大学建筑工程学院,杭州310014 [2]清华大学土木工程系,北京100084
出 处:《计算机应用研究》2009年第9期3425-3427,共3页Application Research of Computers
基 金:交通部西部交通建设科技基金资助项目(200431822315);浙江省教育厅科研项目(Y200702509)
摘 要:由于缺乏有效的计算机图形学技术和三维几何建模支持,当前可计算桥梁三维几何建模面临着很大的困境。通过以下四方面的研究,建立了复杂桥梁的可计算三维特征几何模型:a)通过布尔运算,实现了任意桥梁构件基本截面的定义;b)建立了适合桥梁建模特点的曲线拉伸、渐变和构件放样等基本的三维建模方法;c)通过单元划分和节点编号策略,实现了复杂桥梁三维几何模型的构件间约束的定义;d)通过特征依赖树结合桥梁几何模型,建立了桥梁三维特征模型,并在原型系统BridgeDesign中进行了系统实现。本研究表明,根据复杂桥梁建模的专业特点,建立可计算复杂建模技术,对于提高复杂工程构件特征建模和设计计算具有显著的意义。There are several challenges and dilemmas for computable modeling of complicated bridge being lack of the effective definition between theoretical support of computer graphics and 3 D gemetry model. In view of this, this paper mainly analyzed the following four aspects. Firstly, proposed data structure of arbitrary sectio^s for bridge members by boolean operation. Secondly, put forward the basic modeling methods, such as stretch, shape morphing and element layout according to specialty characteristics of complicated bridge. Thirdly, established the methods of unit divisipn and node numbering to create mutual con- straints between different elements of complicated bridge which may help to facilit^te finite element calculation of complicated bridge. Lastly, proposed feature model of bridge according to feature dependence graph. This paper indicates that design efficiency and design quality can be improved much by creating computable modeling of complicated bridge.
分 类 号:TP301.6[自动化与计算机技术—计算机系统结构]
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