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2005年06 期
| 標題 |
| 高速鐵路大跨度斜拉橋穩(wěn)定性分析(45 卷) |
| 英文標題 |
| * |
| 摘要 |
| 針對主跨640 m的京滬高速鐵路南京上元門越江工程南京長江大橋PC箱—鋼桁疊合梁雙塔斜拉橋方案，考慮結構的非線性和構件的極限承載能力，計入施工過程的變形和應力的疊加效應，用包含梁和索單元的空間組合結構模型，進行大橋的結構行為分析，著重研究在主要施工及運營階段的結 |
| 作者 |
| 新聞作者:楊興旺 趙 雷 |
| 關鍵字 |
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| 標題 |
| 高速鐵路大跨度斜拉橋穩(wěn)定性分析(45 卷) |
| 英文標題 |
| * |
| 摘要 |
| 針對主跨640 m的京滬高速鐵路南京上元門越江工程南京長江大橋PC箱—鋼桁疊合梁雙塔斜拉橋方案，考慮結構的非線性和構件的極限承載能力，計入施工過程的變形和應力的疊加效應，用包含梁和索單元的空間組合結構模型，進行大橋的結構行為分析，著重研究在主要施工及運營階段的結 |
| 作者 |
| 新聞作者:楊興旺 趙 雷 |
| 關鍵字 |
| COPYRIGHT?2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
