| 基于状态方程法的钢筋混凝土梁桥随机地震反应概率分析 |
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| 引用本文： | 刘汉民.基于状态方程法的钢筋混凝土梁桥随机地震反应概率分析[J].台州学院学报,2008,30(6):29-33. |
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| 作者姓名： | 刘汉民 |
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| 作者单位： | 台州学院,机电与建筑工程学院,浙江,台州,318000 |
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| 摘 要： | 钢筋混凝土梁桥在地震作用下结构可简化为一多自由度体系，基于状态方程法的一般原理，推导了钢筋混凝土梁桥的自由振动解和强迫振动解，并对结构在平稳白噪声激励下进行了随机地震反应分析。
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| 关 键 词： | 状态方程 钢筋混凝土梁桥 随机地震反应 |
The probability analysis of random seismic response for reinforced concrete beam bridge based on state equation method |
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| LIU Han-min.The probability analysis of random seismic response for reinforced concrete beam bridge based on state equation method[J].Journal of Taizhou University,2008,30(6):29-33. |
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| Authors: | LIU Han-min |
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| Institution: | LIU Han-min (School of Mechanics, Electronics ＆ Architecture Engineering, Taizhou University, Taizhou 318000, China) |
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| Abstract: | The reinforced concrete beam bridge is simplied multi-degree freedom system under earthquake.The free vibration and forced vibration solutions are deduced based on principle of state equation method.The ran-dom seismic response of structure is analysised under stationary white noise input. |
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| Keywords: | state equation reinforced concrete beam bridge random seismic response |
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