Field Testing of Signal Head Vibration Absorber to Reduce Fatigue in Wind-Excited Traffic Signal Support Structures

被引:4
作者
Christenson, Richard [1 ]
Cashany, Majid [1 ]
Hua, Jieying [2 ]
Zuo, Delong [2 ]
机构
[1] Univ Connecticut, Unit 2037, Dept Civil & Environm Engn, Storrs, CT 06269 USA
[2] Texas Tech Univ, Dept Civil & Environm Engn, Lubbock, TX 79409 USA
关键词
D O I
10.3141/2406-05
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The signal head vibration absorber (SHVA) is an effective vibration mitigation device proposed to reduce the in-plane wind-induced vibration and corresponding fatigue of traffic signal support structures. An SHVA was successfully tested in the Advanced Hazards Mitigation Laboratory at the University of Connecticut by being subjected to both free and force vibration testing with pluck tests and a linear shaker. A new SHVA design has been developed; it requires no modifications of standard signal heads or mounting hardware and is readily installable in the field for both retrofit and new applications. This paper provides research verification of the ability of an SHVA to reduce wind-induced vibration in traffic signal support structures. Successful field testing of a traffic signal support structure with a mast arm 60 ft (18.29 m) long was conducted at Texas Tech University's National Wind Institute Wind Engineering Research Field Laboratory. The field test results, consistent with prior laboratory testing, showed that the SHVA was able to reduce in-plane motion of the mast arm tip by 90%.
引用
收藏
页码:42 / 48
页数:7
相关论文
共 22 条
  • [1] [Anonymous], STAND SPEC STRUCT SU
  • [2] [Anonymous], 2013, 2015 INT REV STAND S
  • [3] Bendat J., 2010, Random Data
  • [4] BROCK JE, 1946, J APPL MECH-T ASME, V13, pA284
  • [5] Christenson R, 2011, WO Patent, Patent No. [2,011,085,184, 2011085184]
  • [6] Christenson R., 2011, REDUCING FATIGUE WIN
  • [7] Damping of cantilevered traffic signal structures
    Cook, RA
    Bloomquist, D
    Richard, DS
    Kalajian, MA
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2001, 127 (12) : 1476 - 1483
  • [8] Cook RA, 1998, 0510775 WPI U FLOR E
  • [9] Cruzado Hector., 2007, Risk Assessment Model for Wind-Induced Fatigue Failure Of Cantilever Traffic Signal Structures
  • [10] Davidson J. S., 2004, 00467 UTCA