Wind-induced vibration of a traffic-signal-support structure with cantilevered tapered circular mast arm
暂无分享,去创建一个
[1] J. Bendat,et al. Random Data: Analysis and Measurement Procedures , 1987 .
[2] Genda Chen,et al. Forensic Investigation of Failed Mast Arms of Traffic Signal Supported Structures , 2002 .
[3] Genda Chen,et al. Fatigue Assessment of Traffic Signal Mast Arms Based on Field Test Data Under Natural Wind Gusts , 2001 .
[4] Robert J. Dexter,et al. FATIGUE-RESISTANT DESIGN OF CANTILEVERED SIGNAL, SIGN, AND LIGHT SUPPORTS , 1998 .
[5] K. N. Benthin. Report to Management , 1956 .
[6] R. Blevins,et al. Flow-Induced Vibration , 1977 .
[7] James R. McDonald,et al. On galloping vibration of traffic signal structures , 1998 .
[8] Ronald A. Cook,et al. DAMPING OF CANTILEVERED TRAFFIC SIGNAL STRUCTURES , 2001 .
[9] J D Culp,et al. ACTION PLAN FOR CANTILEVER SIGN PROBLEM. REPORT TO MANAGEMENT , 1990 .
[10] James R. McDonald,et al. WIND LOAD EFFECTS ON SIGNS, LUMINAIRES, AND TRAFFIC SIGNAL STRUCTURES. FINAL REPORT , 1995 .
[11] J M South. FATIGUE ANALYSIS OF OVERHEAD SIGN AND SIGNAL STRUCTURES. INTERIM REPORT , 1994 .
[12] Hector Cruzado,et al. Risk assessment model for wind-induced fatigue failure of cantilever traffic signal structures , 2007 .
[13] T J Collins,et al. SIGN STRUCTURES UNDER WATCH , 1997 .
[14] Chris Letchford,et al. Wind-induced Oscillations of Cantilevered Traffic Signal Structures , 2005 .