|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2012年02期
| 標(biāo)題 |
| 贛州大橋懸索橋靜載試驗(yàn)(52卷) |
| 英文標(biāo)題 |
| Static loading test for Ganzhou suspension bridge |
| 摘要 |
| 介紹贛州大橋工程概況、靜載試驗(yàn)的內(nèi)容及方法,并將實(shí)測(cè)結(jié)果與有限元計(jì)算值進(jìn)行了對(duì)比研究,結(jié)果表明，實(shí)際受力、變形狀態(tài)與理論計(jì)算吻合；在偏載作用下結(jié)構(gòu)偏載效應(yīng)不大，橋梁整體工作性能良好。 |
| 作者 |
| 新聞作者:袁曉晴，周葉軍，韓志星 |
| 關(guān)鍵字 |
關(guān)鍵詞:贛州大橋 懸索橋 靜載試驗(yàn) 評(píng)價(jià) |
