2010, 2(2): 22-27.
基于IFC标准的结构耐久信息模型
北京航空航天大学土木工程系,北京 100191 |
IFC-based Structural Durability BIM
Department of Civil Engineering, Beihang University, Beijing 100191, China |
引用本文: 刘文鹏, 叶英华, 刁波. 基于IFC标准的结构耐久信息模型[J]. 土木建筑工程信息技术, 2010, 2(2): 22-27.
Citation: Liu Wenpeng, Ye Yinghua, Diao Bo. IFC-based Structural Durability BIM[J]. Journal of Information Technologyin Civil Engineering and Architecture, 2010, 2(2): 22-27.
摘要:结构耐久信息模型是用于建筑结构耐久性分析的信息模型,其包含设计, 施工, 维护等耐久性相关的信息。本文根据耐久性分析理论,提取耐久性影响因素,在已有的结构、施工信息模型的基础上通过扩充耐久信息建立了结构耐久信息模型,并从耐久信息模型方面扩展了现有的IFC标准,从而完善了IFC标准结构信息模型,也促进了结构耐久性评估软件系统的开发。
Abstract: Structural durability information model is the model which is used to analyze structure durability, including designing, construction and maintenance information. In this paper, the durability analyzing theories were comprehensively studied, and the relative effecting elements were abstracted. By extending existing structural model and construction model with durability information, the structural durability BIM was proposed, and the IFC information models were also extended with durability properties. The proposed results of this paper provided technical supports for developing durability analyzing software system based on BIM and improved the IFC standard.
[1] |
GB/T 50476-2008, 混凝土结构耐久性设计规范[S]. |
[2] |
ACI 318-08, Building Code Requirements for Structural Concrete[S] |
[3] |
EN 1992-1-1:2004, Design of concrete structures[S] |
[4] | |
[5] | |
[6] |
牛荻涛, 混凝土结构耐久性与寿命预测[M].北京:科学出版社, 2003. |
[7] | |
[8] |
徐善华, 牛荻涛, 王庆霖, 董振平. 大气环境条件下混凝土最小保护层厚度的研究[C]. 混凝土结构耐久性设计与施工论文集, 2004. |
[9] | |
[10] |
贡金鑫, 魏巍巍, 胡家顺.中美欧混凝土结构设计[M].北京:中国建筑工业出版社, 2007. |
[11] |
牛狄涛. 混凝土结构耐久性与寿命预测, 2003. |
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