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| 预压装配式预应力混凝土结构的研究与应用 | |
| 引用本文： | 董荣书,屈克达,高莺燕.预压装配式预应力混凝土结构的研究与应用[J].辽宁省交通高等专科学校学报,2012,14(3):21-23. |
| 作者姓名： | 董荣书 屈克达 高莺燕 |
| 作者单位： | 1. 贵州交通职业技术学院,贵州贵阳,550008 2. 中机十院国际工程有限公司,河南洛阳,471003 3. 贵阳公路桥梁工程有限公司,贵州贵阳,550000 |
| 摘 要： | 预压装配式预应力混凝土结构经过预应力筋的张拉预压,克服了装配式结构难以装配、节点连接性差的缺点,具有良好的抗震性能,能够满足地震区建筑"强柱弱梁""强节点弱构件"的抗震理念,具有良好的发展前景。 |
| 关 键 词： | Pre-stressed Pre-cast Concrete Frame Seismic Performance Development Prospect |
esearch and Application of Pre-stressed Pre-cast Concrete Frame |
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| DONG Rong-shu,QU Ke-da,GAO Ying-yan.esearch and Application of Pre-stressed Pre-cast Concrete Frame[J].Journal of Liaoning Provincial College of Communications,2012,14(3):21-23. | |
| Authors: | DONG Rong-shu QU Ke-da GAO Ying-yan |
| Institution: | DONG Rong-shu QU Ke-da GAO Ying-yan |
| Abstract: | Pre-stressed Pre-cast Concrete （PPC） frame can overcome shortcomings such as difficult to assemble, poor reliabilities of node connections by stretching pre-stressed bars. Studies show that PPC has better seismic performance. The ＂strong column and weak beam strong connection weak components＂ design requirements can be satisfied with its good prospects for development. |
| Keywords: | Pre--stressed Pre--cast Concrete Frame Seismic Performance Development Prospect |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |