期刊文献+

重庆山区的建筑抗泥石流规划模型设计与实现

Design and Implementation of Anti-debris Flow Planning Model for Chongqing Mountainous Area
下载PDF
导出
摘要 西部地区的城市化进程加快使其当地社会经济得到了快速发展,但由于过快的城市化进程使生态环境遭到了不同程度破坏,使城市建设与生态环保形成了矛盾关系,造成地质灾害频繁发生。因此提出对西部代表城市山城重庆的建筑进行抗泥石流设计与规划,将地质灾害给建筑带来的危害程度降到最低。首先,在抗灾建筑设计中应用到异形柱-密肋复合墙体结构,通过建立有限元模型先对密肋复合结构墙进行力学性能及受力形态变化特征分析,基于复合材料学理论,将异形柱与复合墙体结合通过简化方式获取复合墙体简化模型,实现对模型结构的力学分析及弹塑性分析;其次,利用模糊数学理论建立异形柱——密肋复合墙结构建筑评价体系,通过单项测评、权重求解及综合测评对该建筑结构进行损坏程度等级划分。利用泥石流荷载仿真实验对异形柱——密肋复合墙结构建筑进行实验研究,结果表明文中设计的抗泥石流建筑符合抗灾标准,有效地减少了泥石流带来的危害。 However, due to the rapid urbanization process, the ecological environment has been damaged to varying degrees, so that urban construction and ecological environmental protection has formed a contradictory relationship, resulting in frequent occurrence of geological disasters. However, the urbanization in the western region of China has been the rapid development of urbanization. Therefore,this paper puts forward the design and planning of the anti-debris flow in the west of Chongqing city,which is the representative city of Chongqing, and minimizes the harm caused by geological disaster to the building. Firstly, the special- shaped columns and multi- ribbed composite wall structures are applied in the anti- disaster building design. The finite element model is established to analyze the mechanical properties and the force morphological characteristics of the multi-ribbed composite walls.Based on the composite theory, And the composite wall is combined with the composite wall to obtain the simplified model of the composite wall by the simplified method. Then, the mechanical analysis and elasto-plastic analysis of the model structure are realized. Secondly, using fuzzy mathematics theory to establish the special- Evaluation, weight and comprehensive evaluation of the building structure of the damage to the level of division. The experimental results show that the anti - debris - flow structure designed in this paper is in accordance with the standard of anti - disaster, which effectively reduces the harm caused by the debris - flow.
作者 杨张维 吴同情 李擎 Yang Zhangwei;Wu Tongqing;Li Qing(Chongqing University of Science & Technology,Chongqing 401331,China)
机构地区 重庆科技学院
出处 《科技通报》 北大核心 2016年第12期120-123,127,共5页 Bulletin of Science and Technology
关键词 重庆 山区建筑设计 有限元模型 Chongqing architectural design of mountainous area finite element model
  • 相关文献

参考文献4

二级参考文献30

  • 1刘棣华.粘弹阻尼减振降噪应用技术[M].北京:宇航出版社,1987..
  • 2周云,郭阳照.一种用于框架结构的阻尼抗震填充墙板[P]中国专利:CNl02268900A,2011-06-11.
  • 3胡卫强,王敏庆,盛美萍,刘志宏.阻尼材料动态性能参数的宽频带测试研究[J].机械科学与技术,2007,26(11):1425-1428. 被引量:5
  • 4Cremer L M,Heckl,Petersson B.A.T.Structure-borne sound[M]. Berlin:Springer,2005.
  • 5Taylor F J,Mellott J. Digital filters: principles and applications with MATLAB [M]. New York:Wiley-Blackwell,2011.
  • 6Murty C V R,Svetlana Brzev,Heidi Faison,et al.At Risk:The Seismic Performance of Reinforced Concrete Frame Buildings with Masonry Infill Walls[M].http://www.world-housing.net/tutorials/,2006.
  • 7郭阳照.新型框架阻尼填充墙减震机理和性能研究[D].广州:广州大学,2014.
  • 8杨冠男.阻尼填充墙框架结构减震性能分析[D].广州:广州大学,2014.
  • 9清华大学建筑节能研究中心.中国建筑节能年度发展报告2014[M].北京:中国建筑工业出版社,2014:4-6.
  • 10USGBC. LEED v4 existing buildings: operation maintenance rating system-chinese[EB/OL].[2015- 08-12]. http..//www, usgbc, org.

共引文献19

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部