An efficient and robust numerical method is presented for the dynamic analy
sis of low-tension cables. The numerical solution strategy is based on fini
te-difference approximations of differential equations. In a scheme used by
other researchers, known as the box scheme, the trapezoidal method is empl
oyed in both space and time domains. This scheme, however, gives rise to sp
urious high-frequency oscillations in cable tension response, as discovered
in the research work reported herein. A modified box scheme is proposed to
eliminate the problem. To improve computational efficiency, an iterative p
rocedure is used to solve the resulting nonlinear simultaneous equations. A
"free-fall" problem of cable dynamics involving low tension and large disp
lacement motion is studied numerically. An experimental program is carried
out to verify the accuracy of the numerical solution with regards to cable
tension response.