most citedSite-City Interaction through Modifications of Site Effects

6 citations · 6 across the 2 of their papers we have counts for

collaborators

8 papers

physics.class-ph20096 cited

Site-City Interaction through Modifications of Site Effects

Jean-François Semblat, Marc Kham, Philippe Guéguen +2

The analysis of seismic site effects generally disregards the influence of surface structures on the free field motion in densely urbanized areas. This paper aims at investigating…

physics.class-ph2009

Seismic Site Effects for Shallow and Deep Alluvial Basins: In-Depth Motion and Focusing Effect

Jean-François Semblat, Patrick Dangla, Marc Kham +1

The main purpose of the paper is the analysis of seismic site effects in various alluvial basins. The analysis is performed considering a numerical approach (Boundary Element Metho…

physics.class-ph2009113 cited

Numerical analysis of seismic wave amplification in Nice (France) and comparisons with experiments

Jean-François Semblat, Anne-Marie Duval, Patrick Dangla

The analysis of site effects is very important since the amplification of seismic motion in some specific areas can be very strong. In this paper, the site considered is located in…

physics.class-ph20096 cited

Wave propagation through soils in centrifuge testing

J. F. Semblat, M. P. Luong

Wave propagation phenomena in soils can be experimentally simulated using centrifuge scale models. An original excitation device (drop-ball arrangement) is proposed to generate sho…

physics.class-ph200978 cited

Rheological Interpretation of Rayleigh Damping

Jean-François Semblat

Damping is defined through various terms such as energy loss per cycle (for cyclic tests), logarithmic decrement (for vibration tests), complex modulus, rise-time or spectrum ratio…

physics.class-ph2009

3D Hopkinson bar: new experiments for dynamic testing on soils

J. F. Semblat, M. P. Luong, G. Gary

The direct analysis of the dynamic response of materials is possible using Split Hopkinson pressure bar method. For soils, it has to be adapted since the specimen has generally poo…