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2006年02 期
| 標(biāo)題 |
| 后張法預(yù)應(yīng)力空間多曲線鋼筋錨固損失簡(jiǎn)化計(jì)算(46 卷) |
| 英文標(biāo)題 |
| * |
| 摘要 |
| 在預(yù)應(yīng)力設(shè)計(jì)工程中，由于使用功能上的需要，預(yù)應(yīng)力筋需要布置成空間曲線，其預(yù)應(yīng)力錨 固損失應(yīng)該按照空間三維曲線來(lái)計(jì)算?，F(xiàn)行規(guī)范給出的預(yù)應(yīng)力筋的錨固損失計(jì)算公式僅適用 于平面曲線鋼索的預(yù)應(yīng)力錨固損失計(jì)算，對(duì)于空間多曲線型鋼索的預(yù)應(yīng)力錨固損失計(jì)算無(wú)明 確的規(guī)定 |
| 作者 |
| 新聞作者:劉慶文，蘇小卒 |
| 關(guān)鍵字 |
