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| 木林桥1号、2号大桥30m预应力T梁钢模板侧模力学检算 | |
| 引用本文： | 陈临安.木林桥1号、2号大桥30m预应力T梁钢模板侧模力学检算[J].中南公路工程,2011(3):152-156. |
| 作者姓名： | 陈临安 |
| 作者单位： | 湖南省凤大高速公路建设开发有限公司; |
| 摘 要： | 通过从钢模板侧模的钢板厚度、横肋、竖肋3个方面对其强度及刚度进行检算,确定是否满足30 m预应力T梁钢模板侧模的强度及刚度要求。 |
| 关 键 词： | 30m预应力T梁 钢模板 侧模 力学检算 |
Side Formwork Dynamical Computational Check of Steel Formwork of 30m Pre-stressed T-beam for Molin Large Bridges NO.1 and 2 |
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| CHEN Linan.Side Formwork Dynamical Computational Check of Steel Formwork of 30m Pre-stressed T-beam for Molin Large Bridges NO.1 and 2[J].Central South Highway Engineering,2011(3):152-156. | |
| Authors: | CHEN Linan |
| Institution: | CHEN Linan(Hunan Fengda Express Highway Construction Development Company ltd,FengHuang,Hunan 416200,China) |
| Abstract: | 30m Pre-stressed T-beam Steel Formwork Side Formwork Dynamical Computational Check |
| Keywords: | 30m Pre-stressed T-beam Steel Formwork Side Formwork Dynamical Computational Check |
| 本文献已被 CNKI 维普 等数据库收录！ | |