| 济南奥体中心体育场节点模型试验研究 |
| |
| 引用本文： | 田春雨,肖从真,杨想兵,傅学怡. 济南奥体中心体育场节点模型试验研究[J]. 空间结构, 2009, 15(1) |
| |
| 作者姓名： | 田春雨 肖从真 杨想兵 傅学怡 |
| |
| 作者单位： | 中国建筑科学研究院,北京,100013;中建国际(深圳)设计顾问有限公司,北京,100013 |
| |
| 摘 要： | 济南奥体中心体育场为复杂的大型空间结构,由上部钢结构和下部混凝土结构组成.对本工程中关键位置的铸钢节点及钢结构与混凝土结构的连接节点进行了缩尺模型试验研究.结果表明,节点完全可以满足设计要求且有一定的安全度.同时对节点进行有限元分析,分析结果与试验结果吻合良好.
|
| 关 键 词： | 体育建筑 节点模型试验 铸钢节点 有限元分析 |
Experimental research on key joints of Jinan Olympic Stadium |
| |
| TIAN Chun-yu,XIAO Cong-zhen,YANG Xiang-bing,FU Xue-yi. Experimental research on key joints of Jinan Olympic Stadium[J]. Spatial Structures, 2009, 15(1) |
| |
| Authors: | TIAN Chun-yu XIAO Cong-zhen YANG Xiang-bing FU Xue-yi |
| |
| Abstract: | Jinan Olympic Stadium is a large-scale complex spatial structure composed of upper steel structure and bottom concrete structure.Experimental analysis were performed on the pivotal joints including two cast steel joints of upper steel structure and the combination joint of upper steel and bottom concrete structure.The experimental results showed that the capacities of these joints can meet the design requirement.Finite element method was used to analyze these joints and the results were similar to the exper... |
| |
| Keywords: | long-span building joint experiment cast steel joint finite element analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
