Temperature Conditioned Resonance Clusters in Bridges Subjected to Moving Loads

Abstract

The objective of this study is the analysis of temperature conditioned resonance clusters appearing in scope of dynamic testings of bridges by moving loads. As example is studied the assessment of actual bridge exposed to such forcing. Presented are the results and final conclusions dealing with security and reliability of the structure.

Keywords

• bridges
• durability
• moving loads
• resonance clusters
• temperature variation