RESPONSE CHARACTERISTICS OF WIND EXCITED CABLES WITH ARTIFICIAL RIVULET
A wind tunnel investigation of response characteristics of cables with artificial rivulet is presented.A series of cable section models of different mass and stiffness and damping ratio were designed with artificial rivulet.They were tested in smooth flow under different wind speed and yaw angle and...
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| Published in | Applied mathematics and mechanics Vol. 23; no. 10; pp. 1176 - 1187 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092, P R China%Department of Civil & Structural Engineering, Hong Kong Polytechnic University, Hong Kong, P R China
01.10.2002
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0253-4827 1573-2754 |
| DOI | 10.1007/BF02437666 |
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| Abstract | A wind tunnel investigation of response characteristics of cables with artificial rivulet is presented.A series of cable section models of different mass and stiffness and damping ratio were designed with artificial rivulet.They were tested in smooth flow under different wind speed and yaw angle and for different position of artificial rivulet.The measured response of cable models was then analyzed and compared with the experimental results obtained by other researchers and the existing theories for wind-induced cable vibration.The results show that the measured response of horizontal cable models with artificial rivulet could be well predicted by Den Hartog' s galloping theory when wind is normal to the cable axis.For the wind with certain yaw angles, the cable models with artificial rivulet exhibit velocity-restricted response characteristics. |
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| AbstractList | A wind tunnel investigation of response characteristics of cables with artificial rivulet is presented.A series of cable section models of different mass and stiffness and damping ratio were designed with artificial rivulet.They were tested in smooth flow under different wind speed and yaw angle and for different position of artificial rivulet.The measured response of cable models was then analyzed and compared with the experimental results obtained by other researchers and the existing theories for wind-induced cable vibration.The results show that the measured response of horizontal cable models with artificial rivulet could be well predicted by Den Hartog' s galloping theory when wind is normal to the cable axis.For the wind with certain yaw angles, the cable models with artificial rivulet exhibit velocity-restricted response characteristics. U442; A wind tunnel investigation of response characteristics of cables with artificial rivulet is presented.A series of cable section models of different mass and stiffness and damping ratio were designed with artificial rivulet.They were tested in smooth flow under different wind speed and yaw angle and for different position of artificial rivulet.The measured response of cable models was then analyzed and compared with the experimental results obtained by other researchers and the existing theories for wind-induced cable vibration.The results show that the measured response of horizontal cable models with artificial rivulet could be well predicted by Den Hartog' s galloping theory when wind is normal to the cable axis.For the wind with certain yaw angles, the cable models with artificial rivulet exhibit velocity-restricted response characteristics. |
| Author | GU Ming(顾明) LIU Ci-jun(刘慈军) XU You-lin(徐幼麟) XIANG Hai-fan(项海帆) |
| AuthorAffiliation | State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092, P R China State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092, P R China Department of Civil & Structural Engineering, Hong Kong Polytechnic University, Hong Kong, P R China State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092, P R China |
| AuthorAffiliation_xml | – name: State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University, Shanghai 200092, P R China%Department of Civil & Structural Engineering, Hong Kong Polytechnic University, Hong Kong, P R China |
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| Keywords | galloping wind tunnel velocity-restricted vibration cable artificial rivulet |
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| References | A J Persoon (BF02437666_CR5) 1999 Y Hikami (BF02437666_CR1) 1988; 29 BF02437666_CR2 Olivari D Bosdogianni (BF02437666_CR10) 1996; 64 M Matsumoto (BF02437666_CR9) 1992; 41–42 C P W Geurts (BF02437666_CR13) 1999 Gu Ming (BF02437666_CR6) 1998; 19 M Matsumoto (BF02437666_CR11) 1999 O Flamand (BF02437666_CR7) 1995; 57 J A Main (BF02437666_CR4) 1999 M Matsumoto (BF02437666_CR8) 1995; 57 B M Pacheco (BF02437666_CR3) 1993; 63 H Yamaguichi (BF02437666_CR12) 1990; 33 |
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| Title | RESPONSE CHARACTERISTICS OF WIND EXCITED CABLES WITH ARTIFICIAL RIVULET |
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