中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2010, Vol. 29 ›› Issue (6): 875-879.

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Similarity Relation in Tunnel Shaking Table Model Test

ZHENG Sheng-bao1,2,3,JIANG Shu-ping2,WANG Xiao-wen1,LIN Zhi2   

  1. 1.Chongqing Jiaotong University,Chongqing 400074,China; 2.Chongqing Communications Research and Design Institute, Chongqing 400067,China ; 3.Chongqing Communications Planning Survey & Design Institute,Chongqing 401121,China
  • Received:2010-06-17 Revised:2010-09-20 Online:2010-12-15 Published:2015-01-22

隧道振动台模型试验的相似关系

郑升宝1,2,3,蒋树屏2,王晓雯1,林志2   

  1. 1.重庆交通大学,重庆 400074; 2.重庆交通科研设计院,重庆 400067; 3.重庆市交通规划勘察设计院,重庆 401121
  • 作者简介:郑升宝(1976—),男,山东安丘人,博士研究生,高级工程师,主要从事隧道抗震及勘察设计方面的研究。E-mail:zhengsbao@ tom.com。
  • 基金资助:
    交通运输部西部交通建设科技项目( 200731874004)

Abstract: Taking Galongla tunnel shaking table model test as an example,similarity relation was studied on the basis of similarity theory. The model test similarity criterion was deduced through equation analysis and dimensional analysis. The similarity of geometric conditions,boundary conditions,loads and materials was simulated in the table test. Finite element model was established and comparison was made from the perspective of the curve of acceleration time,spectrum feature, coefficient of acceleration and failure. The results of the tests coincided highly with calculation results; the failure phenomena and location also agreed well,which indicated that the simulation relation was reasonable for the model.

Key words: tunnel, similarity, dynamic similitude relationship, shaking table, model test

摘要: 以嘎隆拉隧道振动台模型试验为例,在模型试验相似理论的基础上对隧道振动台试验相似关系进行了研究; 用方程分析法和量纲分析法推导了模型试验相似准则,实现了模型试验几何条件、边界条件、荷载及材料的相似, 将其应用于隧道振动台动力模型试验;建立了有限元模型,从加速度时程曲线、频谱特性、加速度放大系数、破坏现 象等方面与试验进行了对比。结果表明,试验结果与计算结果比较相符,破坏现象和破坏部位基本相似,说明本次 相似关系的拟定是合理的。

关键词: 隧道, 相似理论, 动态相似关系, 振动台, 模型试验

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