An elevator rope for a high-rise building is forcibly excited by the displacement of the building caused by wind forces. Regarding the rope, there are two boundary conditions. In the first case, one end moves with time and the other end is fixed, while in the second case, both ends move with time. A theoretical solution to the forced vibration of a rope where one end is moving has been already obtained. In this paper, a theoretical solution to the forced vibration of a rope where both ends are moving is presented, based on the assumption that rope tension and movement velocity are constant, and that the damping coefficient of the rope is zero or small. The virtual sources of waves, which can be assigned to reflecting waves, are used to obtain the theoretical solution. Finite difference analyses of rope vibration are also performed to verify the validity of the theoretical solution. The calculated results of the finite difference analyses are in fairly good agreement with that of the theoretical solution. The effects of the changing rate of rope length and the damping factor on the maximum rope displacement are quantitatively clarified.

1.
Hashimoto
,
Y.
, 1991, “
Free Vibration of String With Time-Varying Length
,”
Trans. Jpn. Soc. Mech. Eng., Ser. C
0387-5024,
57
(
539
), pp.
2167
2169
(in Japanese).
2.
Kotera
,
T.
, 1994, “
Vibration of String With Time-Varying Length (on the Exact Solution)
,”
Trans. Jpn. Soc. Mech. Eng., Ser. C
0387-5024,
60
(
571
), pp.
765
768
(in Japanese).
3.
Kotera
,
T.
, 1988, “
Vibration of String With Time-Varying Length (4th Report, The Case for a Damping)
,”
Trans. Jpn. Soc. Mech. Eng., Ser. C
0387-5024,
54
(
507
), pp.
2597
2604
(in Japanese).
4.
Yamamoto
,
T.
,
Yasuda
,
K.
, and
Kato
,
M.
, 1978, “
Vibration of a String With Time-Varying Length
,”
Bull. JSME
0021-3764,
21
(
162
), pp.
1677
1684
.
5.
Hashimoto
,
Y.
, 2004, “
Finite Element Dynamic Response Analysis of a String With Time-Varying Length
,”
Trans. Jpn. Soc. Mech. Eng., Ser. C
0387-5024,
70
(
693
), pp.
1263
1267
(in Japanese).
6.
Kimura
,
H.
,
Nakagaki
,
S.
,
Osada
,
A.
,
Munakata
,
T.
, and
Nagata
,
K.
, 2002, “
Vibration Analysis and Suppression of Elevator Rope for High-Rise Building
,”
Proceedings of the 3rd World Conference on Structural Control
, 7–12 April 2002, COMO, Italy, Vol.
3
, pp.
827
832
.
7.
Kimura
,
H.
,
Ito
,
H.
, and
Nakagawa
,
T.
, 2007, “
Vibration Analysis of Elevator Rope (Forced Vibration of Rope With Time-Varying Length)
,”
J. Environ. Eng.
0733-9372,
2
(
1
), pp.
89
98
.
8.
Kimura
,
H.
,
Ito
,
H.
, and
Nakagawa
,
T.
, 2006, “
Vibration Analysis of Elevator Rope (2nd Report, Forced Vibration of Rope with Damping)
,”
Trans. Jpn. Soc. Mech. Eng., Ser. C
0387-5024
72
(
717
), pp.
1440
1445
(in Japanese).
9.
Terumichi
,
Y.
,
Yoshizawa
,
M.
,
Okazaki
,
I.
, and
Tsujioka
,
Y.
, 1992, “
Lateral Oscillation of a Moving Elevator Rope
,”
Trans. Jpn. Soc. Mech. Eng., Ser. C
0387-5024,
58
(
545
), pp.
17
24
(in Japanese).
10.
Zhu
,
W.
,
Ni
,
J.
, and
Huang
,
J.
, 2001, “
Active Control of Translating Media with Arbitrarily Varying Length
,”
Trans. ASME, J. Vib. Acoust.
1048-9002,
123
(
3
), pp.
347
358
.
11.
Otsuki
,
M.
,
Yoshida
,
K.
,
Nakagaki
,
S.
,
Nakagawa
,
T.
,
Fujimoto
,
S.
, and
Kimura
,
H.
, 2002, “
Nonstationary Optimal Control to Reduce Reflected Waves of Elevator Ropes of High-Rise Building
,”
Proceedings of the 3rd World Conference on Structural Control
, 7–12 April 2002, COMO, Italy, Vol.
3
, pp.
821
826
.
12.
Zhu
,
W.
, and
Chen
,
Y.
, 2006, “
Theoretical and Experimental Investigation of Elevator Cable Dynamics and Control
,”
Trans. ASME, J. Vib. Acoust.
1048-9002,
128
(
2
), pp.
66
78
.
13.
Lee
,
S.-Y.
, and
Lee
,
M.
, 2002, “
A New Wave Technique for Free Vibration of a String With Time-Varying Length
,”
Trans. ASME, J. Appl. Mech.
0021-8936,
69
(
1
), pp.
83
87
.
14.
Hashimoto
,
Y.
, 2004, “
On the Energy of a String With Time-varying Length
,”
Trans. Jpn. Soc. Mech. Eng., Ser. C
0387-5024,
70
(
693
), pp.
1258
1262
(in Japanese).
15.
Rayleigh
,
L.
, 1945, “
The Theory of Sound
,”
Dover
, New York, Vol.
1
, p.
232
.
You do not currently have access to this content.