| 单柱式墩高架桥考虑高阶振型影响的简化非线性抗震分析 |
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| 引用本文： | 冷鑫.单柱式墩高架桥考虑高阶振型影响的简化非线性抗震分析[J].四川建材,2012,38(1):31-33. |
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| 作者姓名： | 冷鑫 |
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| 作者单位： | 西安铁路职业技术学院土木工程系,陕西西安,710600 |
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| 摘 要： | 讨论了高阶振型对结构非线性反应的影响以及对规则程度不同的钢筋混凝土单柱式墩高架桥梁结构进行Pushover分析时高阶振型的贡献.使用考虑高阶振型影响的Pushover分析方法与仅考虑一阶振型的Pushover分析方法和非线性动力时程分析方法进行比较.对于较不规则的桥梁结构,考虑高阶振型影响的简化非线性分析方法能得到较好的分析结果.
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| 关 键 词： | 高阶振型 简化非线性抗震分析 不规则程度 |
Higher Modes in Simplified Inelastic Seismic Analysis of Single Column Bent Viaducts |
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| LENG Xin.Higher Modes in Simplified Inelastic Seismic Analysis of Single Column Bent Viaducts[J].Sichuan Building Materials,2012,38(1):31-33. |
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| Authors: | LENG Xin |
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| Affiliation: | LENG Xin(Department of engineering,Xi’an Railway Vocational & Technical Institute,Xi’an 710600,China) |
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| Abstract: | The influence of the higher modes and their consideration in the pushover analysis of reinforced concrete single column bent viaducts with different degree of irregularity is discussed.Typical multimode pushover-based methods are addressed and compared with a single mode procedure and inelastic time history analysis.In the condition of slightly irregular viaducts,the method which include the influence of higher modes can get a well results. |
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| Keywords: | Higher Modes Simplified Inelastic Seismic Analysis Degree of Irregularity |
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