2nd Hellenic Conference for Seismic Engineering and Seismology, Thessaloniki
October 28-30, 2001

In this paper the reliability of the Displacement Coefficient method (DCM) for the assessment of the response of structures under seismic action is examined. The approach is based on the dynamic time history analysis of single-degree-of-freedom (SDOF) structures under several Greek ground motion records. The results of these analyses are compared against those obtained with the DCM

E. Mystakidis, Dr. Civil Engineer, Assistant Professor of Statics, University of Thessaly
Antonios P. Kanellopoulos, Dr. sc. techn. ETH Zurich, cubus Hellas Ltd

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