| 多跨连续梁独塔斜拉协作体系桥梁结构参数分析 |
| |
| 作者单位： | 同济大学建筑设计研究院 |
| |
| 摘 要： | 从协作体系的结构状态和一些重要的设计参数着手,研究多跨连续独塔斜拉协作体系桥梁的塔、梁、索受力特征及位移形态,分析主跨无索区长度、主梁高跨比、主边跨比及塔的高跨比等设计参数变化对结构所产生的影响,并提出合理的取值范围。
|
| 关 键 词： | 独塔 协作体系 斜拉桥 无索区长度 主梁高跨比 主边跨比 塔高跨比 |
Structural Parameter Analysis of Multi-span Continuous Girder Single Pylon Cable Stayed Bridge Cooperative System |
| |
| Authors: | Dai Limin |
| |
| Abstract: | Based on cooperative structural system and several important design parameter,a research of continuous span single pylon cable stayed bridge cooperative system is done for bridge tower,girder and cable force resistance-displacement characteristic.The analysis was done for main girder unsupported span,depth-span ratio of girder,main-side span ratio,pylon height to girder span ratio,etc.to see how the changes in design parameter will affect the structure.At last a reasonable value range is proposed. |
| |
| Keywords: | single tower cooperative system cable stayed bridge unsupported span girder depth-span ratio main-side span ratio pylon height to girder span ratio |
| 本文献已被 CNKI 等数据库收录！ |
|
