A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon
J. W. Baker, C. A. Cornell
págs. 1193-1218
F. Colangelo
págs. 1219-1242
Seismic response analysis of multidrum classical columns
D. Konstantinidis
págs. 1243-1270
Simplified design procedure for frame buildings with viscoelastic or elastomeric structural dampers
C.-P. Fan, K.-S. Lee
págs. 1271-1284
págs. 1285-1304
X. Gu, Y. Lu
págs. 1305-1322
Statistical significance of modal parameters of bridge systems identified from strong motion data
Y. Arici, K. M. Mosalam
págs. 1323-1342
págs. 1343-1350
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