HUSCAP logo Hokkaido Univ. logo

Hokkaido University Collection of Scholarly and Academic Papers >
Graduate School of Engineering / Faculty of Engineering >
Peer-reviewed Journal Articles, etc >

Analysis of Vibration Response Law of Multistory Building under Tunnel Blasting Loads

This item is licensed under: Creative Commons Attribution 4.0 International

Files in This Item:
AdvancesInCivilEngineering_Vol2019ArticleID4203137.pdf3.41 MBPDFView/Open
Please use this identifier to cite or link to this item:

Title: Analysis of Vibration Response Law of Multistory Building under Tunnel Blasting Loads
Authors: Huo, Runke Browse this author
Li, Shuguang Browse this author
Song, Zhanping Browse this author
Fujii, Yoshiaki Browse this author →KAKEN DB
Lei, Shan Browse this author
Mao, Jianchao Browse this author
Tian, Sisi Browse this author
Miao, Zizhen Browse this author
Issue Date: 17-Feb-2019
Publisher: Hindawi Publishing Corporation
Journal Title: Advances in Civil Engineering
Volume: 2019
Start Page: 1
End Page: 16
Publisher DOI: 10.1155/2019/4203137
Abstract: This paper takes the Dizong tunnel engineering as its background. Combined with the on-site monitoring data, the wavelet packet program based on MATLAB was compiled to study the vibration response of the four-story masonry building in a typical southwestern mountainous area of China under the blasting load. The results showed that the maximum particle velocity increased to the 3rd floor and attenuation occurred on the 4th floor. The particle velocity in the z-direction was the largest and should be paid attention. The dominant frequency of the building showed a trend from high frequency to low frequency, the duration became short, and the acceleration decreased to the 4th floor. With the increase of the building floor, the main frequency domain of the building decreased and then gradually tended to the low-frequency domain. The high-frequency particle velocity gradually decreased, gathered to the low frequency, and developed from the dispersed multiband to the concentrated low-frequency band. The total energy value of vibration increased to the 3rd floor and then decreased to the 4th floor. The energy of the building was between 0 and 171.6 Hz. The higher the floor was, the more concentrated the energy was in the low-frequency domain.
Type: article
Appears in Collections:工学院・工学研究院 (Graduate School of Engineering / Faculty of Engineering) > 雑誌発表論文等 (Peer-reviewed Journal Articles, etc)

Submitter: 藤井 義明

Export metadata:

OAI-PMH ( junii2 , jpcoar )

MathJax is now OFF:


 - Hokkaido University