This paper introduces the eigenspace structural identification technique fo
r tall buildings subjected to ambient excitations that are stationary and w
here only the response time histories are measured. Based on the forward in
novation model of the Kalman filter sequence, the actual response can be co
nstructed as a function of the measured response time history with contamin
ation of either displacement or velocity. The response time history is deco
mposed into subspace matrices using QR decomposition and Quotient Singular
Value Decomposition (QSVD) techniques. These are then substituted into the
least-square formulation to obtain the solution which is non-unique. Simila
rity transformation is applied to arrive at the desired solution employing
the fact that eigenvalues of self-similar systems are identical. The advant
ages of this eigenspace technique are that it is non-iterative, initial est
imates of the parameters to the identified are not required, well-establish
ed numerical algorithm of the decomposition techniques employed are availab
le, and the method can handle MDOF systems efficiently. Copyright (C) 1999
John Wiley & Sons, Ltd.