边坡锚杆锚固系统固有频率及其参数影响分析

段建; 言志信

doi:10.11779/CJGE201406009

边坡锚杆锚固系统固有频率及其参数影响分析 English Version

段建^{1, 2},
言志信^1,2,

1. 兰州大学土木工程与力学学院,甘肃兰州 730000; 2. 西部灾害与环境力学教育部重点实验室(兰州大学),甘肃兰州 730000

基金项目: 国家自然科学基金项目（51308273,41372307）; 云南省交通运输厅科技教育专项资金资助项目（云交科2010(A)06-b）

详细信息

作者简介:
段建(1979- ),男,湖南沅江人,博士研究生,讲师,主要从事岩土锚固及支挡工程教学与研究工作。E-mail: duanj07@lzu.edu.cn。

通讯作者:
言志信

中图分类号: TU476
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出版历程
- 收稿日期: 2013-09-11
- 发布日期: 2014-06-19

Natural frequency and parameter influence of slope anchorage system

DUAN Jian^{1, 2},
YAN Zhi-xin^1,2,

1. School of Civil Engineering and Mechanics, Lanzhou University, Lanzhou 730000, China; 2. Key Laboratory of Mechanics on Disaster and Environment in Western China (Lanzhou University), Ministry of Education, Lanzhou 730000, China

摘要

摘要: 基于一定假定,建立了边坡锚杆锚固系统自由振动力学模型,获得了锚固系统固有频率及对应振型计算公式,通过算例,对比验证了理论计算公式的可行性；同时,还分别从锚杆长度、坡面附加质量以及刚度系数三方面开展了边坡锚固系统固有频率参数影响分析,探讨了之间内在规律：锚杆长度和值均对低阶固有频率的影响较小,而对高阶固有频率大小影响则较大；附加质量对锚固系统固有频率影响较小；边坡锚固系统在一定条件下具有线性振型固有频率。
- 边坡锚固系统 /
- 固有频率 /
- 振型 /
- 参数影响
Abstract: According to some assumptions, the dynamic mechanical model for slope anchorage system is established for free vibration. Some formulas for the natural frequency and the corresponding vibration modes of anchorage system are deduced. Compared to that of the other methods, the feasibility of the theoretical formulas is verified through a specific example. Meanwhile, the natural frequency of slope anchorage system is analyzed under the influence of different parameters, anchor length, equivalent lumped mass and stiffness coefficient . The inherent laws between them are discussed. It is found that the anchor length and the value of stiffness coefficient have less effect on the low-order natural frequency, and their impact on the size of high-order natural frequency is larger. The equivalent lumped mass has less effect on the natural frequency of slope anchorage system. The slope anchorage system has the natural frequency of linear vibration mode under certain conditions.
- slope anchorage system /
- natural frequency /
- vibration mode /
- parameter influence

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参考文献(15)

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