| 地震剪切荷载下盾构隧道衬砌的等效刚度系数 |
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| 引用本文： | 隋来才.地震剪切荷载下盾构隧道衬砌的等效刚度系数[J].山西交通科技,2010(4):74-77. |
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| 作者姓名： | 隋来才 |
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| 作者单位： | 山西省交通科学研究院黄土地区公路建设与养护技术交通行业重点实验室,山西太原030006 |
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| 摘 要： | 等效刚度系数是盾构隧道衬砌设计中极其重要的参数,将地震剪切荷载考虑进去,用结构力学方法求解了衬砌的等效刚度系数,并通过算例求解了衬砌的等效刚度系数。
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| 关 键 词： | 地震 剪切 荷载 等效 圆环法 刚度 |
The Equivalent Rigidity Coefficient of Shield Tunnel Lining under Seismic Shear Load |
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| SUI Lai-cai.The Equivalent Rigidity Coefficient of Shield Tunnel Lining under Seismic Shear Load[J].Shanxi Science & Technology of Communications,2010(4):74-77. |
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| Authors: | SUI Lai-cai |
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| Institution: | SUI Lai-cai(Key Laboratory of Highway Construction and Maintenance Technique in Loess Area,Shanxi Provincial Research Institute of Communications,Taiyuan,Shanxi 030006,China) |
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| Abstract: | The paper discussed the important parameter —equivalent rigidity coefficient in the design of shield tunnel lining,and considered seismic shear load etc. |
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| Keywords: | earthquake shear load equivalence ring method rigidity |
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