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2010年05 期
| 標(biāo)題 |
| 模擬施工過程的官洲河特大橋鋼板樁圍堰分析計算(50 卷) |
| 英文標(biāo)題 |
| Analytical calculation of steel sheet pile cofferdam of Guanzhouhe river super-large bridge to simulation of construction process |
| 摘要 |
| 以官洲河特大橋的深水基礎(chǔ)鋼板樁圍堰系統(tǒng)作為研究對象，采用不考慮施工過程中“路徑”效應(yīng)和考慮施工過程中“路徑”效應(yīng)兩種方法對其進(jìn)行有限元計算，發(fā)現(xiàn)兩種方法所得的計算結(jié)果相差懸殊，不考慮施工過程中的“路徑”效應(yīng)會導(dǎo)致錯誤的計算結(jié)果。根據(jù)計算結(jié)果改進(jìn)了原有的鋼 |
| 作者 |
| 新聞作者:吳 清，尹浩輝 |
| 關(guān)鍵字 |
