| 竹构架计算理论与方法 |
| |
| 引用本文： | 涂新华,谷秀慧,刘宗仁. 竹构架计算理论与方法[J]. 施工技术, 1999, 28(3): 2 |
| |
| 作者姓名： | 涂新华 谷秀慧 刘宗仁 |
| |
| 作者单位： | 广东省中山市中等专业学校,中山市,528403 |
| |
| 摘 要： | 在整理以往对竹材和竹杆件研究成果的基础上，提出了竹构架整体稳定承载能力的分析方法，并重点论述了平面几何非线性有限元分析法，可作为进一步完善临时整体竹结构设计与计算理论参考依据。
|
| 关 键 词： | 竹材 竹构架 竹杆件 整体稳定承载力 计算方法 |
| 修稿时间： | 1998-11-24 |
Theory and Method for Calculation of Bamboo Frames |
| |
| Tu Xinhua,Gu Xiuhui,Liu Zongren. Theory and Method for Calculation of Bamboo Frames[J]. Construction Technology, 1999, 28(3): 2 |
| |
| Authors: | Tu Xinhua Gu Xiuhui Liu Zongren |
| |
| Affiliation: | Tu Xinhua Gu Xiuhui Liu Zongren[ |
| |
| Abstract: | Based on th previous research results on bamboo material and members,a method of analyzing bearing capacity of bamboo frames in an overall stable condition is described,emphasis of the paper is put on the analysis method of nonlinear finite element for plane geometry,which can serve as a reference or basis for further improvement of the design and calculation theory for temporary whole bamboo structures.[ |
| |
| Keywords: | Bamboo materials Bamboo framework Bamboo members Bearing capacity in overall stable condition Calculation method |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
