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Dynamic calculation method for soil nailing supporting structure
Dong, Jian-Hua; Zhu, Yan-Peng
刊名Zhendong yu Chongji/Journal of Vibration and Shock
2011-02-01
卷号30期号:2页码:217-221
关键词Deformation Earthquakes Seismic response Soils Supports Dynamic calculations Earthquake analysis Earthquake excitation Finite element software Seismic analysis Seismic Performance Slope Supporting structure
ISSN号10003835
英文摘要Based on shear beam theory, seismic response of a slope was obtained under condition of horizontal earthquake excitation. Because mass of soil nailing was smaller compared to that of soil, its inertia force could be ignored. The movements both of soil nailing and soil where nearly in phase and the damage of a soil nailing depended on the size of its deformation not its inertia force, so the soil nailing was simplified as a one-dimension elastic rod without mass. The seismic response of the soil nailing was derived using compatibility of deformation and Hooke's law. The method was applied to a practical case to conduct seismic analysis and design. Using finite element software (ADINA) to verify the proposed method, the results showed that its design and the analysis are safe and reliable. The calculation method provided a theoretical basis for earthquake analysis and a seismic design of a soil nailing supporting structure.
语种中文
出版者Chinese Vibration Engineering Society
内容类型期刊论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/150162]  
专题土木工程学院
作者单位College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China
推荐引用方式
GB/T 7714
Dong, Jian-Hua,Zhu, Yan-Peng. Dynamic calculation method for soil nailing supporting structure[J]. Zhendong yu Chongji/Journal of Vibration and Shock,2011,30(2):217-221.
APA Dong, Jian-Hua,&Zhu, Yan-Peng.(2011).Dynamic calculation method for soil nailing supporting structure.Zhendong yu Chongji/Journal of Vibration and Shock,30(2),217-221.
MLA Dong, Jian-Hua,et al."Dynamic calculation method for soil nailing supporting structure".Zhendong yu Chongji/Journal of Vibration and Shock 30.2(2011):217-221.
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