Modeling of Temperature Effect on Modal Frequency of Concrete Beam Based on Field Monitoring Data
Temperature variation has been widely demonstrated to produce significant effect on modal frequencies that even exceed the effect of actual damage. In order to eliminate the temperature effect on modal frequency, an effective method is to construct quantitative models which accurately predict the mo...
Saved in:
Main Authors: | Wenchen Shan, Xianqiang Wang, Yubo Jiao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2018/8072843 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Prediction on Remaining Life of a V-Notched Beam by Measured Modal Frequency
by: Wenguang Liu, et al.
Published: (2019-01-01) -
Modal Analysis of a Simply Supported Steel Beam with Cracks under Temperature Load
by: Yijiang Ma, et al.
Published: (2017-01-01) -
Analysis of Sunshine Temperature Field of Steel Box Girder Based on Monitoring Data
by: Hailin Lu, et al.
Published: (2020-01-01) -
ESTIMATION OF THE CONCRETE PAVEMENT TEMPERATURE FIELDS AND THEIR GRADIENTS
by: M. K. Pshembaev, et al.
Published: (2015-09-01) -
Time-frequency characterization of acoustic emission signals from bending damage of corroded reinforced concrete beams in high- temperature saline environment
by: Dazhong Zhang, et al.
Published: (2025-07-01)