| 时间因素对RC框架结构抗震可靠度的影响 |
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| 引用本文： | 陶能付,张永强,章在墉,夏颂佑.时间因素对RC框架结构抗震可靠度的影响[J].河海大学学报(自然科学版),1997,25(3):21-28. |
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| 作者姓名： | 陶能付 张永强 章在墉 夏颂佑 |
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| 作者单位： | 河海大学水利水电科学研究所 |
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| 摘 要： | 系统地分析了钢筋混凝土结构在长期环境侵蚀作用下强度，动弹性模量的变化规律，指出了现行混凝土设计规范中可靠度分析模型的缺陷，并利用动态可靠度模型以及变形破坏准则研究了时间因素对ＲＣ框架结构抗震可靠度的影响。
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| 关 键 词： | 抗震 可靠度 RC框架结构 钢筋混凝土结构 地震 |
| 修稿时间： | 2005/1/28 0:00:00 |
Influence of Time Factor on Earthquake Resistant Reliability of RC Frame Structures |
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| Tao,Nengfu.Influence of Time Factor on Earthquake Resistant Reliability of RC Frame Structures[J].Journal of Hohai University (Natural Sciences ),1997,25(3):21-28. |
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| Authors: | Tao Nengfu |
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| Abstract: | In this paper, the authors analyze systematically the variation of strength and dynamic modulus of RC structures caused by long time environmental excursion. The shortcomings of the analytical model of reliability existing in the current code of concrete structures are put forward. The influence of time factor on the earthquake resistant reliability of RC frame structures is studied by use of dynamic reliability model and deformation damage criterion . |
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| Keywords: | time factor earthquake resistant reliability RC frame structure |
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