Development of liquefaction damage assessment system based only on seismic records |
M. Kazama, K. Toyabe, T. Otsuka, A. Kamura, S. Sato, K. Matsushita |
How safe is Acropolis of Athens and its monuments to low probability earthquakes? |
K. Pitilakis, S. Karafagka, A. Karatzetzou, E. Riga, M. Manakou, V. Eleftheriou |
On the seismic protection of free-standing art objects by base isolation technique: a case study |
D. Pellecchia, N. Vaiana, S. Sessa, L. Rosati |
Analysis of the seismic safety condition of the defensive walls of cittadella |
E. Grande, S. Lirer, G. Conte, D. Nostrali, G. Milani |
Evaluation of site effects by means of 3D numerical modeling of the Palatine Hill, Roman Forum, and Coliseum archaeological area |
R. Razzano, M. Moscatelli, M. Mancini, F. Stigliano, A. Pagliaroli, G. Lanzo |
An influence of the water supply in improved soil against Liquefaction |
N. Ozbakan, B. Evirgen |
Site characterization and preliminary ground response analysis for the monumental complex of SS. Annunziata in Sulmona, Italy |
C. Madiai, G. Ciardi, M. Manuel, F. Galadini, S. Amoroso |
A simplified method for the estimation of earthquake-induced pore pressures |
G. Boccieri, D. Gaudio, R. Conti |
Effects of local soil conditions on the seismic response of the historical area in San Giuliano di Puglia (Italy) |
T. Fierro, M. Castiglia, F. Santucci de Magistris, M.G. Durante |
A large-scale evaluation of the seismic demand for historic towers settled on soft soil |
F. de Silva, F. Silvestri |
Dynamic impedance functions of neighbouring shallow footings |
E. Zeolla, S. SIca, F. de Silva |
A geotechnical study for the historical heritage preservation of the city of Noto (Italy) |
A.Cavallaro |
The geotechnical seismic isolation of historical buildings through polyurethane injections: a numerical study |
M.P.A. Gatto, L. Montrasio |
Conservation of Zrug church after landslide |
I.Strelbitsky |
Effect of the presence of a historical underground quarry on site seismic response |
G. Biondi, O. Fiandaca, D. Aliberti, E. Cascone |