[1]陈亚若,鹿少博,鹿晓阳*,等.传统建筑风格与现代网壳结构的融合—四坡与双坡坡屋顶折板网壳参数化设计与受力分析[J].山东建筑大学学报,2014,(01):33-39.
 Chen Yaruo,Lu Shaobo,Lu Xiaoyang*,et al.Fusion of Chinese traditional architectural style and modern shell structure— hipped roof and coupled roof folded plate latticed shell structure parametric modeling and stress analysis[J].Journal of Shandong jianzhu university,2014,(01):33-39.
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传统建筑风格与现代网壳结构的融合—四坡与双坡坡屋顶折板网壳参数化设计与受力分析()
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《山东建筑大学学报》[ISSN:1673-7644/CN:37-1449/TU]

卷:
期数:
2014年01期
页码:
33-39
栏目:
研究论文
出版日期:
2014-02-15

文章信息/Info

Title:
Fusion of Chinese traditional architectural style and modern shell structure— hipped roof and coupled roof folded plate latticed shell structure parametric modeling and stress analysis
作者:
陈亚若1鹿少博2鹿晓阳1*陈世英1王巧莎1
(1.山东建筑大学 工程力学研究所,山东 济南  250101;2.山东建筑大学 建筑城规学院,山东 济南 250101)
Author(s):
Chen Yaruo1Lu Shaobo2Lu Xiaoyang1*et al.
1. Institute of Engineering Mechanics, Shandong Jianzhu University,Jinan 250101,China; 2. School of Architecture and Urban Planning, Shandong Jianzhu University,Jinan 250101,China
关键词:
传统建筑坡屋顶折板网壳参数化设计受力分析
Keywords:
traditional architectureslope roof folded plate latticed shellparametric designstress analysis
分类号:
TU393. 3 ; TU311. 1
文献标志码:
A
摘要:
从建筑学角度将传统建筑坡屋顶与现代折板网壳结构相融合,采用 ANSYS软件自带 APDL语言,提出并研发了两类(六种)坡屋顶折板网壳结构参数化建模方法与结构设计宏程序;用户只需依据建筑风格和特点要求输入坡屋顶折板网壳相关几何参数:东西跨度 、南北跨度、高度 、正脊长度 、正脊分割份数 Kn、垂脊分割份数 Nx、翘曲比例 ,即可生成所需模型;并对这两类(六种)坡屋顶折板网壳结构进行了随几何参数变化的受力分析。结果表明:该设计程序可将坡屋顶传统建筑风格与现代折板网壳结构设计有效结合,方便地设计出具有传统建筑风格的坡屋顶折板网壳,该类折板网壳结构受力性能随南北跨度、高度 、正脊长度 呈规律变化。
Abstract:
The paper combines the slope roof with the folded plate latticed shell from the perspective of architecture  and  achieves two  kinds  of(six)slope roof type single folded plate latticed shell parametric modeling method and design of macro program by using the ANSYS Parametric Design Language APDL.  According to the requirements of building style and features,the users only need to input the related parameters of slope roof of folded plate latticed shell; west span L, north-south span W,height H,spine length S,ridge segmentation number Kn,oblique ridge segmentation number Nx,warping ratio B to get the model.  Then this paper makes the stress analysis of the two kinds of(six slope roof type folded plate shell with the change of the geometrical parameters. The results show that,the program effectively combines the slope of the roof with the folded plate latticed shell structure and designs a kind of traditional style of the slope roof of folded plate latticed shell. The force performance of folded plate latticed shell changes regularly with north-south span L,height H and spine length S.

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[1]张勤,刘琦,刘晓戎,等.济南中建瀛园中式住宅设计方法探讨[J].山东建筑大学学报,2011,(03):281.
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[2]赵鹏飞.山东运河传统建筑类型研究[J].山东建筑大学学报,2012,(04):407.
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更新日期/Last Update: 2014-03-25