Citation: D. Badoni et N. Makris, PILE-TO-PILE INTERACTION IN THE TIME-DOMAIN NONLINEAR AXIAL GROUP RESPONSE UNDER HARMONIC LOADING, Geotechnique, 47(2), 1997, pp. 299-317
Citation: D. Badoni et N. Makris, NONLINEAR RESPONSE OF SINGLE PILES UNDER LATERAL INERTIAL AND SEISMICLOADS, Soil dynamics and earthquake engineering, 15(1), 1996, pp. 29-43
Citation: N. Makris et D. Badoni, SEISMIC RESPONSE OF PILE GROUPS UNDER OBLIQUE-SHEAR AND RAYLEIGH-WAVES, Earthquake engineering & structural dynamics, 24(4), 1995, pp. 517-532
Citation: N. Makris et al., PREDICTION OF OBSERVED BRIDGE RESPONSE WITH SOIL-PILE-STRUCTURE INTERACTION, Journal of structural engineering, 120(10), 1994, pp. 2992-3011
Authors:
ALONSO JL
AZCOITI V
CAMPOS I
CIRIA JC
CRUZ A
INIGUEZ D
LESMES F
PIEDRAFITA C
RIVERO A
TARANCON A
BADONI D
FERNANDEZ LA
SUDUPE AM
RUIZLORENZO JJ
GONZALEZARROYO A
MARTINEZ P
PECH J
TELLEZ P
Citation: Jl. Alonso et al., THE U(1)-HIGGS MODEL - CRITICAL-BEHAVIOR IN THE CONFINING HIGGS REGION, Nuclear physics. B, 405(2-3), 1993, pp. 574-592
Authors:
PEREZ MG
GONZALEZARROYO A
MARTINEZ P
FERNANDEZ LA
SUDUPE AM
RUIZLORENZO JJ
AZCOITI V
CAMPOS I
CIRIA JC
CRUZ A
INIGUEZ D
LESMES F
PIEDRAFITA CE
RIVERO A
TARANCON A
TELLEZ P
BADONI D
PECH J
Citation: Mg. Perez et al., INSTANTON-LIKE CONTRIBUTIONS TO THE DYNAMICS OF YANG-MILLS FIELDS ON THE TWISTED TORUS, Physics letters. Section B, 305(4), 1993, pp. 366-374