|
|
||||||||
Comment and Reply |
Department of Structural Engineering
Politecnico di Milano
Piazza L. da Vinci 32
I-20133 Milano Italy
| The first 300 words of the full text of this article appear below. |
| Introduction |
|---|
The main indication of their analysis was that ground motion is dominated by surface waves, originating at the northern edge of the valley and propagating southward, mainly in the direction of the sloping base of the valley. They also gave much emphasis to a supposed contradiction between this result and the finding reported by Paolucci et al. (2000), that the ground motion in the frequency band around 1.6 Hz shows a clear pattern related to the 2D fundamental vibration mode of the valley.
Chávez-García et al. (2002) argued that Paolucci et al. (2000) were "deceived" by the simultaneous arrivals of surface waves at the stations along the different alignments considered (Fig. 1), the alignments being roughly perpendicular to the main direction of propagation of surface waves. According to the same authors, the error of Paolucci et al. (2000, p. 1950) was originated by considering only "groups of stations, instead of all of them together."
| |||||||||||
We will briefly recall the main considerations that lead us to the previous
conclusions, including further results, to show that the contradiction is only
apparent and that the occurrence of a 2D in-plane resonance pattern cannot be
ruled out at all by the arguments of Chávez-García et
al. (2002
2D Resonance Pattern Inferred from Records
| 2D Numerical Results |
|---|
| Discussion and Conclusions |
|---|
| HOME | HELP | FEEDBACK | SUBSCRIPTIONS | ARCHIVE | SEARCH | TABLE OF CONTENTS |