Dynamics of an aerial cableway system

被引:32
作者
Brownjohn, JMW [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Struct Engn, Singapore 639798, Singapore
关键词
cableway dynamics measurement;
D O I
10.1016/S0141-0296(97)00113-2
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A passenger cable car system (cableway or ropeway) operating in Singapore since 1974 is described. The four sections of the cableway comprise parallel track ropes to carry passenger cabins and a haul rope to drive them. Mathematical simulations of the vertical plane behaviour during normal operation, free vibration and when the system is halted have been compared with measurements made from within a passenger cabin. Vibrations up to 0.5 m peak to peak can be observed when the system is halted in emergency, otherwise the largest vibrations in cabins occur when moving over fixed supports. Apparently track rope tensions vary by less than 2.5% for different static and dynamic conditions and the freedom of the track rope movement over intermediate support points can have a significant damping effect on the cable vibrations. (C) 1998 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:826 / 836
页数:11
相关论文
共 9 条
[1]  
BATHE KJ, 1974, 743 UC SESM U CAL
[2]   OBSERVATIONS ON NONLINEAR DYNAMIC CHARACTERISTICS OF SUSPENSION BRIDGES [J].
BROWNJOHN, JMW .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1994, 23 (12) :1351-1367
[3]  
*GOV SING, 1983, REP COMM INQ COLL DR
[4]  
Irvine H.M., 1981, Cable Structures
[5]  
MEINDL B, 1989, INT SEILBAHN RUNDSCH, V1, P35
[6]   3-DIMENSIONAL VIBRATION OF TRAVELING ELASTIC CABLES [J].
PERKINS, NC ;
MOTE, CD .
JOURNAL OF SOUND AND VIBRATION, 1987, 114 (02) :325-340
[7]  
PETROVSKI D, 1979, 66 IZIIS SKOPJ
[8]   DYNAMIC PHENOMENA IN ROPEWAYS AFTER A HAUL ROPE RUPTURE [J].
PORTIER, B .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1984, 12 (04) :433-449
[9]   OSCILLATORY MOTIONS OF TRANSLATING ELASTIC CABLES [J].
SIMPSON, A .
JOURNAL OF SOUND AND VIBRATION, 1972, 20 (02) :177-&