建筑结构几何建模计算方案的性质

V. Popov, E. Kriksunov, Tatjana Grigorjeva
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引用次数: 0

摘要

对于在结构对象上启动项目,建筑结构的计算是项目开发的最重要阶段之一。为了正确地分析结构行为,确定应力-应变状态,并解决设计或检查问题,设计师必须将实际结构充分形式化,使其成为一个无缺陷的计算方案。虚拟测试是单一图形信息模型的主要特征之一。用于三维建模和分析、计算和设计的可互操作系统确保了物理模型和计算模型之间的平稳数据传输。现代物体建模技术和综合分析系统可以实现既定目标。本文论述了数据交换的形式、设计计算(分析)BIM模型的发展特点、CAD/CAE集成设计过程以及物理模型与计算模型的转换问题。
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THE PROPERTIES OF GEOMETRICALLY MODELLING COMPUTATIONAL SCHEMES FOR BUILDING STRUCTURES
For launching a project on a structural object, the calculation of building structures stands as one of the most important stages of project development. In order to correctly analyse structural behaviour, determine the stress-strain state and solve design or inspection problems, the designer is forced to adequately formalize the actual structure turning it into a faultless computational scheme. Virtual testing is one of the main features of the single graphical-information model. Interoperable systems for three-dimensional modelling and analysis, calculation and design ensure smooth data transfer between the physical and computational model. Modern object-modelling techniques and integrated analysis systems allow achieving the defined goal. The article deals with the forms of data exchange, the developmental features of the designed and computational (analysis) BIM model, the integrated design process of CAD/CAE as well as the conversion problems of the physical and computational model.
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审稿时长
15 weeks
期刊最新文献
ASSESSMENT OF DEFECTS IN MASONRY WALLS FOR THE RESIDENTIAL BUILDINGS IN LITHUANIA A SIMPLE APPROACH FOR MULTI-CRITERIA DECISION-MAKING ON BASIS OF PROBABILITY THEORY BEHAVIOR OF PRE-STRESSED INTERSECTING CABLE STEEL BRIDGE ANALYSIS FOR SYMMETRICAL AND ASYMMETRICAL LOADING OF A SINGLE-SPAN COMBINED STRING STEEL STRUCTURE EXPERIMENTAL INVESTIGATIONS ON INNOVATIVE CRACK REPAIR METHODS AND REINFORCING STEEL STRUCTURES WITH ADHESIVLY BONDED CFRP – LAMELLAS
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