Accurate assessment of hoisting times is crucial for planning construction
activities. The objective of this paper is to develop reasonably accurate p
rediction models to assess hoisting times of tower cranes. Twenty variables
considered attributable to the hoisting time are evaluated. In modeling th
e hoisting movements, the upward hoisting and downward hoisting of a hoisti
ng cycle are classified as the supply hoisting and the return hoisting. Mul
tiple regression techniques are used for analyzing and building up the mode
ls. The hoisting of precast concrete facades and concrete skips are studied
. The significance of the variables are discussed and compared. Finally, th
e paper presents an example of applying the models.