Energy Analysis for Energy Dissipation Shed-tunnel's Rockfall Impact Signal

被引:2
|
作者
Wang Linfeng [1 ]
Tang Hongmei [1 ]
Chen Hongkai [1 ]
机构
[1] Chongqing Jiaotong Univ, Inst Geotech Engn, Chongqing 400074, Peoples R China
来源
关键词
Rockfall; Impact signal; Energy; Energy Dissipation shed-tunnel; Frequency; wavelet theory; CONTROL FISSURE; PERILOUS ROCK;
D O I
10.4028/www.scientific.net/AMR.261-263.1054
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Shed-tunnel is one of common prevention measures along the highway. First, denoised the rockfall impact signal when the rock impact the ordinary shed-tunnel and the energy dissipation shed-tunnel by the wavelet theory. The calculation result indicated that the wavelet theory's denoise effect is very good. Then, pick-up each frequency band's the rockfall impact signal, and analysed the energy for each frequency band's impact signal. The result indicated that the energy dissipation shed-tunnel's impact energy concentrate in the low frequency part. There are only 0.4% impact energy in the high frequency part. Besides, the energy dissipation shed-tunnel's impact energy in the low frequency part is higher than the the ordinary shed-tunnel, and the energy dissipation shed-tunnel's impact energy depressed velocity when the impact frequency increase is fast than the ordinary shed-tunnel. So the energy dissipation shed-tunnel's design must consider the low frequency impact,and could ignore the high frequency impact.
引用
收藏
页码:1054 / 1057
页数:4
相关论文
共 50 条
  • [1] Study on the calculation method for rockfall impact and energy dissipation effect of energy dissipation shed tunnel
    Wang, L., 1600, Chinese Academy of Railway Sciences, DaLiuShuLu 2#, XiZhiMenWai, Beijing, 100081, China (33):
  • [2] Impact signal dynamic characteristics of energy dissipation shed tunnel
    Wang, Lin-Feng
    Zhu, Hong-Zhou
    Song, Nan-Nan
    Zou, Zheng
    Yao, Chang-Yin
    Jiaotong Yunshu Gongcheng Xuebao/Journal of Traffic and Transportation Engineering, 2019, 19 (05): : 33 - 41
  • [3] Research on the Calculation Method of Internal Force of Combined Energy Dissipation Shed-tunnel Roof
    Liao, Fiao
    Meng, Deyu
    Yang, Zhiyong
    Wang, He
    Wu, Ranjie
    5TH ANNUAL INTERNATIONAL CONFERENCE ON MATERIAL SCIENCE AND ENGINEERING (ICMSE2017), 2018, 275
  • [4] Numerical analysis of the shed-tunnel structure on the tunnel shape optimizing
    Department of Architecture and Civil Engineering, Logistical Engineering University, Chongqing 400041, China
    不详
    Rock Soil Mech, 2007, SUPPL. (490-492):
  • [5] Dynamic response analysis of the impact of a rockfall on a cantilever shed tunnel
    Pan, Changping
    Wu, Qing
    Zhai, Mingang
    Zou, Shun
    Modern Tunnelling Technology, 2015, 52 (02) : 155 - 159
  • [6] A method for calculating rockfall impact load on shed tunnel
    Ran Long-zhou
    Yuan Song
    Wang Xi-bao
    Wang Zheng-zheng
    Zhang Sheng
    ROCK AND SOIL MECHANICS, 2023, 44 (06) : 1748 - 1760
  • [7] Anti-impact performances of different kinds of shed-tunnel structures
    Zhang, Qun-Li
    Wang, Quan-Cai
    Wu, Qing
    Guo, Shao-Ping
    Zhendong yu Chongji/Journal of Vibration and Shock, 2015, 34 (03): : 72 - 76
  • [8] Numerical Simulation of a Shed-Tunnel Structure's Dynamic Response to Repeated Rockfall Impacts Using the Finite Element-Smoothed Particle Hydrodynamics Method
    Zhao, Hao
    Lyu, Zepeng
    Liu, Hongyan
    BUILDINGS, 2024, 14 (10)
  • [9] An experimental study on the performance of an arch shaped shed tunnel due to the impact of rockfall
    Wang, Shuang
    Zhou, Xiaojun
    Luo, Fujun
    Jiang, Bo
    Zhu, Yong
    Zhendong yu Chongji/Journal of Vibration and Shock, 2017, 36 (12): : 215 - 222
  • [10] Research on the energy dissipation mechanism of rockfall impacts on the improved rockfall attenuator barrier
    Wang Dong-po
    He Qi-wei
    Liu Yan-hui
    Wen Ji-wei
    Li Wei
    ROCK AND SOIL MECHANICS, 2021, 42 (12) : 3356 - +