Paper Title:
Structural Dynamic Response Monitoring of Power Transmission Tower
  Abstract

In order to study the dynamic response of power transmission lines under mechanical fault, the structural dynamic response monitoring indexes based on the requirement of field measurement were determined according to the structural characteristics of steel towers. The monitoring program was put forward in terms of the monitoring principle and basis of the sensors. The vibration characteristic, dynamic alignment and stress/strain are chosen to be the monitoring indexes. Considering the synchronization function of GPS system, the three monitoring indexes of the large span high voltage tower can be simultaneously monitored by using vibration sensor, GPS and strain sensor. The monitoring scheme can provide the theoretical base for the establishment of early warning system and the collection of dynamic response of steel tower during line break or tower collapse.

  Info
Periodical
Chapter
Chapter 4: Structural Engineering
Edited by
Paul P. Lin and Chunliang Zhang
Pages
986-989
DOI
10.4028/www.scientific.net/AMM.105-107.986
Citation
K. Q. Xia, X. W. Liu, Y. Liu, "Structural Dynamic Response Monitoring of Power Transmission Tower", Applied Mechanics and Materials, Vols. 105-107, pp. 986-989, 2012
Online since
September 2011
Export
Price
$32.00
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