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| 斜坡上两类金属脚手架稳定性比较分析 | |
| 引用本文： | 俞亭超,潘新华,杜先,刘志祥. 斜坡上两类金属脚手架稳定性比较分析[J]. 施工技术, 2004, 33(2): 28-29 |
| 作者姓名： | 俞亭超 潘新华 杜先 刘志祥 |
| 作者单位： | 1. 浙江大学,浙江,杭州,310027 2. 香港大学,香港 3. 杭州市建设工程质量安全监督总站,浙江,杭州,310005 4. 杭州经济技术开发区北方房地产公司,浙江,杭州,310018 |
| 基金项目： | 香港土木工程署资助项目 |
| 摘 要： | 针对目前香港建筑工地上常见的两类斜坡上的金属脚手架,构造了计算模型,分别在两种约束条件下用有限元方法进行了稳定性对比分析,并对每种结构计算了初始缺陷对极限承载力的影响,提出设计、施工建议。 |
| 关 键 词： | 金属脚手架 斜坡 稳定性 有限元计算 |
| 文章编号： | 1002-8498(2004)02-0028-02 |
| 修稿时间： | 2003-03-01 |
Stability Comparison Analysis of Two Kinds of Metal Scaffolding on Slope |
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| YU Ting-chao,PAN Xin-hua,DU Xian,LIU Zhi-xiang. Stability Comparison Analysis of Two Kinds of Metal Scaffolding on Slope[J]. Construction Technology, 2004, 33(2): 28-29 | |
| Authors: | YU Ting-chao PAN Xin-hua DU Xian LIU Zhi-xiang |
| Affiliation: | YU Ting-chao~1,PAN Xin-hua~2,DU Xian~3,LIU Zhi-xiang~4 |
| Abstract: | According to two kinds of metal scaffolding usually used in construction sites on slopes in Hongkong, authors established a calculation model, analyzed their different stability with the finite element analysis methods under two restrict conditions, and calculated influence of initial faults on ultimate bearing capacity for each structure. On these calculation results, they provide design and construction advice in this article. |
| Keywords: | metal scaffolding slope stability finite element calculation |
| 本文献已被 CNKI 万方数据 等数据库收录！ | |