[1]刘峰成1,鹿少博2,鹿晓阳1,等.古亭阁建筑参数化设计与静力性能分析[J].山东建筑大学学报,2014,(05):420-427.
 Liu Fengcheng,Lu Shaobo,Lu Xiaoyang,et al.The parametric design and static analysis of ancient pavilion building[J].Journal of Shandong jianzhu university,2014,(05):420-427.
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古亭阁建筑参数化设计与静力性能分析
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《山东建筑大学学报》[ISSN:1673-7644/CN:37-1449/TU]

卷:
期数:
2014年05期
页码:
420-427
栏目:
研究论文
出版日期:
2014-10-15

文章信息/Info

Title:
The parametric design and static analysis of ancient pavilion building
作者:
刘峰成鹿少博鹿晓阳王磊张萍辛静安然
(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;3.山东省烟草专卖局,山东济南250098;4.滨州市经济开发区高新设计有限公司,山东滨州256600)
Author(s):
Liu Fengcheng 1 Lu Shaobo 2 Lu 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:
关键词:传统攒尖建筑现代网壳结构参数化设计静力性能分析
Keywords:
traditional pavilion architecture modern reticulated shell parametric design static mechanical analysis
分类号:
TU393. 33 TU311. 1
文献标志码:
A
摘要:
摘要:借鉴中国传统攒尖建筑外形特点,应用APDL参数化设计语言研制了三种不同脊线类型古亭阁参数化设计宏程序,实现了给定结构跨度S、矢高H、棱角数Kn、径向节点圈数Nx和翘曲率b等参数下,三类不同建筑风格古亭阁网壳参数化设计,分析了三类古亭阁在不同结构参数、不同梁端约束时的静力性能。36种设计方案数值模拟结果表明:该种新型建筑结构的位移和应力随宏观几何参数Kn、Nx和约束施加位置及翘曲率b的增加而减小,而约束施加方式的不同对其位移和应力影响并不明显;本研究可为传统建筑风格与现代网壳结构设计相融合提供理论依据。
Abstract:
With reference to the characteristics of Chinese traditional pavilion building shape, by using parametric design language APDL, the paper developed three different ridge line types of ancient pavilions parametric design macro program, realized a given span S, vector height H, the number of edges Kn, radial nodes laps Nx and the parameter such as warp rate b, three ancient pavilions reticulated shell parametric design, and analyzed the static performance of the three ancient pavilions under different structure parameters and beamend constraint conditions. The simulation results of 36 kinds of conditions show that the structural displacement and stress decreases with the increase of the Macroscopic geometric parameters Kn, Nx and warp rate b, and the different methods of constraints imposed on the displacement and stress effect are not obvious. The design scheme provides a theoretic basis for the design of the integration of the traditional architectural and modern net shell structure.
更新日期/Last Update: 2014-11-07