Vibration-Based Damage Monitoring in Model Plate-Girder Bridges under Uncertain Temperature Conditions

By Jae-Hyung Park, D. Hong, Hyun-Man Cho, Jeong‐Tae Kim. 2007

168 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/add8e65fe7a56031aedee420ae8fcea942b585c2

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. J. J. Moughty
2. Guang Zhou
3. J. Rius
4. T. Yi

In Mechanics of Materials

1. J. J. Moughty
2. Guang Zhou
3. J. Rius
4. T. Yi

Citations in the corpus

• Temperature effect on vibration properties of civil structures: a literature review and case studies (2012, unknown): “[33] employed a control chart analysis on the first four frequencies of the bridge model for damage detection.”
• A State of the Art Review of Modal-Based Damage Detection in Bridges: Development, Challenges, and Solutions (2017, background): “Generally, an increase in temperature will cause modal frequencies to drop, with flexural modes being more sensitive than torsional modes [79].”
• A Summary Review of Correlations between Temperatures and Vibration Properties of Long-Span Bridges (2014, methodology): “[27] performed a series of forced vibration tests on a model bridge for about 7 months from December 1999 to July 2000.”