Author:
Matsuoka Kodai,Kaito Kiyoyuki
Abstract
<p>In the health monitoring, it is important to solve the problem of space domain that detects an abnormal bridge which needs observation in consideration of varying of the monitoring indexes that homogeneous bridges have. In order to detect the certain abnormalities, it is need to compare relatively vibration characteristics of many bridges. This study aims at offering the fundamental information which contributes to the decision-making problem. Authors identified the vibration properties that are natural frequency and vibration modes of a 24 steel railway bridge that has been used for 86 years. The 24 spans have the same structure and are used under the same loading condition and almost the same environmental condition. Identified vibration characteristics (up to 70Hz for 12 modes) were compared, and it was found that there are no significant differences in natural frequencies among the 24 bridges and even after 86 years of operation.</p>
Publisher
International Association for Bridge and Structural Engineering (IABSE)
Reference4 articles.
1. Los Alamos National Laboratory, A Review of Structural Health Monitoring Literature: 1996-2001, LA-13976-MS, 2004.
2. MATSUOKA K., KAITO K., WATANABE T. and SOGEBE M., "Local Vibration Properties of RC Viaduct under Passing Trains", Noise and Vibration Mitigation for Rail Transportation Systems, Springer, 2012, pp. 193-200.
3. NAGEYAMA T., ABE M., FUJINO Y. and IKEDA K., "Structural Identification of a Nonproportionally Damped System and Its Application to a Full-Scale Suspension Bridge", ASCE Journal of Structural Engineering, Vol. 131, No. 10, 2005, pp. 1536-1545.
4. B, Peeters and G, De Roeck, "One year monitoring of the z24-bridge: environmental influences versus damage events", In Proceedings of IMAC 18, pp.1570-1576, 2000.
Cited by
1 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献