|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
標題 |
部分斜拉橋主塔鞍座區(qū)局部應力分析(50 卷) |
英文標題 |
Local stress analysis for cable saddle zone of main tower of cable stayed bridge with low pylon |
摘要 |
通過對一座部分斜拉橋主塔鞍座處局部應力分布的有限元計算分析,說明部分斜拉橋主塔鞍座處局部應力的分布特征。依據鞍座處局部應力影響范圍很小的特點,提出設置螺旋筋和索孔端部鑲嵌預埋鋼板的局部設計補強措施,避免在索鞍下出現危及結構耐久性的有害裂縫。 |
作者 |
新聞作者:肖質江,王炎,鄭彩霞 |
關鍵字 |