Evaluation of the ground motion amplification at poggio picenze (Italy)

Nicola Tarque; Carlo G. Lai; Francesca Bozzoni; Enrico Miccadei; Tommaso Piacentini; Guido Camata; E. Spacone

doi:10.1007/978-3-319-09048-1_204

Evaluation of the ground motion amplification at poggio picenze (Italy)

Nicola Tarque
, Carlo G. Lai
, Francesca Bozzoni
, Enrico Miccadei
, Tommaso Piacentini
, Guido Camata
, E. Spacone

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

1 Scopus citations

Abstract

The study presented here evaluates the ground motion amplification effects at the site of San Felice Martire church, a historical construction located at Poggio Picenze (L’Aquila, Italy). To characterize the soil profile at the site of investigation field geological observations, boreholes and geophysical tests from previous campaigns were gathered. Dynamic soil properties of the identified soil profile were obtained by the test results from selected literature. Then, the amplification effects at San Felice church’s site was estimated using fully 1D stochastic site response analyses and for the object motion seven real records compatible to the Italian codebased spectrum referred to 475-year return period. The set of real records was downloaded from SEISM-HOME web portal. The stochastic analyses allowed to simulate 1,000 different asoil profiles and to run 1,000 simulations, taking into account the inherent variability and uncertainty in the soil profile and on the seismic demand.

Original language	English
Title of host publication	Engineering Geology for Society and Territory - Volume 5
Subtitle of host publication	Urban Geology, Sustainable Planning and Landscape Exploitation
Publisher	Springer International Publishing
Pages	1077-1080
Number of pages	4
ISBN (Electronic)	9783319090481
ISBN (Print)	9783319090474
DOIs	https://doi.org/10.1007/978-3-319-09048-1_204
State	Published - 1 Jan 2015

Keywords

1D Stochastic Analysis
Ground Motion Amplification
Seismic Hazard

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10.1007/978-3-319-09048-1_204

Cite this

Tarque, N., Lai, C. G., Bozzoni, F., Miccadei, E., Piacentini, T., Camata, G., & Spacone, E. (2015). Evaluation of the ground motion amplification at poggio picenze (Italy). In Engineering Geology for Society and Territory - Volume 5: Urban Geology, Sustainable Planning and Landscape Exploitation (pp. 1077-1080). Springer International Publishing. https://doi.org/10.1007/978-3-319-09048-1_204

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abstract = "The study presented here evaluates the ground motion amplification effects at the site of San Felice Martire church, a historical construction located at Poggio Picenze (L{\textquoteright}Aquila, Italy). To characterize the soil profile at the site of investigation field geological observations, boreholes and geophysical tests from previous campaigns were gathered. Dynamic soil properties of the identified soil profile were obtained by the test results from selected literature. Then, the amplification effects at San Felice church{\textquoteright}s site was estimated using fully 1D stochastic site response analyses and for the object motion seven real records compatible to the Italian codebased spectrum referred to 475-year return period. The set of real records was downloaded from SEISM-HOME web portal. The stochastic analyses allowed to simulate 1,000 different asoil profiles and to run 1,000 simulations, taking into account the inherent variability and uncertainty in the soil profile and on the seismic demand.",

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Tarque, N, Lai, CG, Bozzoni, F, Miccadei, E, Piacentini, T, Camata, G & Spacone, E 2015, Evaluation of the ground motion amplification at poggio picenze (Italy). in Engineering Geology for Society and Territory - Volume 5: Urban Geology, Sustainable Planning and Landscape Exploitation. Springer International Publishing, pp. 1077-1080. https://doi.org/10.1007/978-3-319-09048-1_204

Evaluation of the ground motion amplification at poggio picenze (Italy). / Tarque, Nicola; Lai, Carlo G.; Bozzoni, Francesca et al.
Engineering Geology for Society and Territory - Volume 5: Urban Geology, Sustainable Planning and Landscape Exploitation. Springer International Publishing, 2015. p. 1077-1080.

Research output: Chapter in Book/Report/Conference proceeding › Chapter › peer-review

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AU - Tarque, Nicola

AU - Lai, Carlo G.

AU - Bozzoni, Francesca

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AU - Piacentini, Tommaso

AU - Camata, Guido

AU - Spacone, E.

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AB - The study presented here evaluates the ground motion amplification effects at the site of San Felice Martire church, a historical construction located at Poggio Picenze (L’Aquila, Italy). To characterize the soil profile at the site of investigation field geological observations, boreholes and geophysical tests from previous campaigns were gathered. Dynamic soil properties of the identified soil profile were obtained by the test results from selected literature. Then, the amplification effects at San Felice church’s site was estimated using fully 1D stochastic site response analyses and for the object motion seven real records compatible to the Italian codebased spectrum referred to 475-year return period. The set of real records was downloaded from SEISM-HOME web portal. The stochastic analyses allowed to simulate 1,000 different asoil profiles and to run 1,000 simulations, taking into account the inherent variability and uncertainty in the soil profile and on the seismic demand.

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KW - Seismic Hazard

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Evaluation of the ground motion amplification at poggio picenze (Italy)

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Keywords

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