In the present paper, the results of 2D numerical analyses of seismic site effects at San Severino Marche (Macerata-Italy) are presented and discussed. The main purpose was to investigate the 2D effects due either to superficial or buried morphology, by comparing the results from two-dimensional analyses on two cross sections with those obtained in one-dimensional conditions. Site conditions, including morphological, stratigraphic and geotechnical subsoil characterization from geological-geotechnical survey are described in the first part of the paper. In the second part, the results of the 2D Local Seismic Response (LSR) analyses are given and commented. A large number of vertical soil profiles along the selected cross-sections were analyzed by means of 1D numerical modelling and different kind of amplification factors were computed with reference to peak ground accelerations and elastic response spectra to evaluate both topographic and basin-edge effects.

2D numerical modelling of seismic site effects in San Severino Marche / S. Renzi, J. Facciorusso, C. Madiai, E. Gargini. - STAMPA. - (2019), pp. 4678-4685. (Intervento presentato al convegno VII International Conference on Earthquake Geotechnical Engineering tenutosi a Rome nel 17-20/06/2019).

2D numerical modelling of seismic site effects in San Severino Marche

S. Renzi
;
J. Facciorusso;C. Madiai;E. Gargini
2019

Abstract

In the present paper, the results of 2D numerical analyses of seismic site effects at San Severino Marche (Macerata-Italy) are presented and discussed. The main purpose was to investigate the 2D effects due either to superficial or buried morphology, by comparing the results from two-dimensional analyses on two cross sections with those obtained in one-dimensional conditions. Site conditions, including morphological, stratigraphic and geotechnical subsoil characterization from geological-geotechnical survey are described in the first part of the paper. In the second part, the results of the 2D Local Seismic Response (LSR) analyses are given and commented. A large number of vertical soil profiles along the selected cross-sections were analyzed by means of 1D numerical modelling and different kind of amplification factors were computed with reference to peak ground accelerations and elastic response spectra to evaluate both topographic and basin-edge effects.
2019
Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions
VII International Conference on Earthquake Geotechnical Engineering
Rome
17-20/06/2019
S. Renzi, J. Facciorusso, C. Madiai, E. Gargini
File in questo prodotto:
File Dimensione Formato  
ch521.pdf

Accesso chiuso

Tipologia: Pdf editoriale (Version of record)
Licenza: Tutti i diritti riservati
Dimensione 261.21 kB
Formato Adobe PDF
261.21 kB Adobe PDF   Richiedi una copia

I documenti in FLORE sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1153150
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 1
  • ???jsp.display-item.citation.isi??? ND
social impact