Converting the second-order differential equation to a first-order equ
ation by integrating it with respect to time once as the governing equ
ation of motion for a structural system can be very promising in the p
seudodynamic testing. This was originally found and developed by Chang
.(1-3) The application of this time-integration technique to the Newma
rk explicit method is implimented and investigated in this paper. The
main advantages of using the integral form of Newmark explicit method
instead of the commonly used Newmark explicit method in a pseudodynami
c test are: a less-error propagation effect, a better capability in ca
pturing the rapid changes of dynamic loading and in eliminating the ad
verse linearization errors. All these improvements have been verified
by theoretical studies and experimental tests. Consequently, for a sam
e time step this time-integration technique may result in less-error p
ropagation and achieve more accurate test results than applying the or
iginal form of Newmark explicit method in a pseudodynamic test due to
these significant improvements. Thus, the incorporation of this propos
ed time-integration technique into the direct integration method for p
seudodynamic testings is strongly recommended. (C) 1998 John Wiley & S
ons, Ltd.