In allusion to the cable tension controlling problem in the parallel strand stayed cable construction

on the basis of construction techniques of applying tension loads one by one

the mechanical model of the cable girder tower in the process of construction was established. With the equal cable tension as a goal

the formula was deduced with the method of forward analysis

which could be used to calculate the initial tension of each strand in construction. The effect of temperature variations on the initial tension could be eliminated by using the formula with the method of equivalent tension. Moreover

a method was proposed to measure the cable tension in the processes of construction and performing the function. Finally

the practice in one cable stayed bridge in the north indicated that 1) the uniform cable tension could be obtained by the proposed method; 2) the tension error range of whether a single strand or the whole stayed cable was within 5%

and the result could meet the needs in construction control; 3) the method could provide reference for the similar stayed cable construction.