| 预应力混凝土框架结构抗侧能力与结构位移延性的关系 |
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| 引用本文： | 邹滨,孟少平,韩重庆.预应力混凝土框架结构抗侧能力与结构位移延性的关系[J].工业建筑,2002,32(10):10-12. |
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| 作者姓名： | 邹滨 孟少平 韩重庆 |
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| 作者单位： | 1. 东南大学,RC/PC结构教育部重点实验室,南京,210096
2. 东南大学,建筑设计院,南京,210096 |
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| 摘 要： | PUSHOVER分析可以得到罕遇水平地震作用下结构的耗能机制和位移延性 ,结构在罕遇地震下需要的位移量可以通过能量原理计算得到 ,PUSHOVER分析可用于对已建成的预应力混凝土框架结构抗震能力进行评估
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| 关 键 词： | 预应力混凝土 框架结构 抗侧能力 位移延性 |
| 修稿时间： | 2002年7月5日 |
THE RELATIONSHIP OF THE RESISTANCE CAPACITY OF LATERAL LOAD AND THE DISPLACEMENT DUCTILITY OF PRESTRESSED CONCRETE FRAME STRUCTURES |
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| Zou Bin\ Meng Shaoping.THE RELATIONSHIP OF THE RESISTANCE CAPACITY OF LATERAL LOAD AND THE DISPLACEMENT DUCTILITY OF PRESTRESSED CONCRETE FRAME STRUCTURES[J].Industrial Construction,2002,32(10):10-12. |
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| Authors: | Zou Bin\ Meng Shaoping |
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| Abstract: | The energy dissipation mechanism and the displacement ductility of structures under the major earthquakes can be concluded by PUSHOVER analysis,the displacement of structures which is needed under the major earthquakes can be calculated with energy theory,PUSHOVER analysis can be used to evaluate the aseismic capacity of the prestressed concrete frame structures. |
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| Keywords: | prestressed concrete\ frame structures\ resistance capacity under lateral load\ displacement ductility |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
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