المؤلفون: R. de Franco, G. Caielli, M. Compagnoni, J. Facciorusso, M. Moscatelli, C. Madiai, G. Milana, F. Pergalani, PISCITELLI, SILVIA, A. Tento

المساهمون: de Franco, R., Caielli, G., Compagnoni, M., Facciorusso, J., Moscatelli, M., Madiai, C., Milana, G., Pergalani, F., Piscitelli, Silvia, Tento, A.

العلاقة: ispartofbook:36° Convegno Nazionale del Gruppo Nazionale di Geofisica della Terra Solida; 36° Convegno Nazionale del Gruppo Nazionale di Geofisica della Terra Solida; firstpage:338; lastpage:341; numberofpages:4; http://hdl.handle.net/11311/1064389Test

الإتاحة: http://hdl.handle.net/11311/1064389Test

المؤلفون: C. Madiai, G. Ciardi, M. Manuel, F. Galadini, S. Amoroso

المساهمون: Madiai, C., Ciardi, G., Manuel, M., Galadini, F., Amoroso, S.

العلاقة: info:eu-repo/semantics/altIdentifier/isbn/9781003308867; ispartofbook:Geotechnical Engineering for the Preservation of Monuments and Historic Sites III; 3rd International Symposium on Geotechnical Engineering for the Preservation of Monuments and Historic Sites; https://hdl.handle.net/11391/1535675Test; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85145976563

الإتاحة: https://doi.org/10.1201/9781003308867-61Test
https://hdl.handle.net/11391/1535675Test

المؤلفون: G. Ciardi, G. Bartoli, C. Madiai

المصدر: Geotechnical Engineering for the Preservation of Monuments and Historic Sites III ISBN: 9781003308867

مصطلحات موضوعية: The historical Bourbon del Monte Palace in Piancastagnaio (Siena, Italy) dates to the 17th century and represents an uncommon example of feudal architecture in Tuscany. It was inhabited until the end of the ‘80s of the last century when, more recent and probably related to the water infiltration on the basement, the other, analyzing the effects of the estimated settlements on the observed structural damage, the results of the numerical simulations are shown and discussed, due to the high degree of instability achieved, The historical Bourbon del Monte Palace in Piancastagnaio (Siena, Italy) dates to the 17th century and represents an uncommon example of feudal architecture in Tuscany. It was inhabited until the end of the ‘80s of the last century when, due to the high degree of instability achieved, it was declared unfit for use by the Public Authorities. The Palace lays on a sloping site, on the edge of fractured trachyte blocks mixed with alluvial deposits. It is characterized by four floors above ground and a basement at the South-East corner, while the North façade has two floors. Severe degradation phenomena of the building consist of multiple cracks diffused along the external and the inner masonry, furthermore, significant water infiltration from the floor has been observed in the South-East basement since the ‘80s. Previous investigations have shown that the Palace has undergone two distinct settlements systems: one dates before the ‘70s and may have caused the cracks along the South wall of the building, the other, more recent and probably related to the water infiltration on the basement, may have caused the damage to the South-East wall. This paper investigates the source of this second settlements system by modeling and analyzing a 2D soil section close to the South-East corner of the building. Firstly, the collected geotechnical and geological data and the modeling of the analyzed section are presented. Afterwards, the results of the numerical simulations are shown and discussed, analyzing the effects of the estimated settlements on the observed structural damage, on the edge of fractured trachyte blocks mixed with alluvial deposits. It is characterized by four floors above ground and a basement at the South-East corner, furthermore, while the North façade has two floors. Severe degradation phenomena of the building consist of multiple cracks diffused along the external and the inner masonry, the collected geotechnical and geological data and the modeling of the analyzed section are presented. Afterwards, may have caused the damage to the South-East wall. This paper investigates the source of this second settlements system by modeling and analyzing a 2D soil section close to the South-East corner of the building. Firstly, significant water infiltration from the floor has been observed in the South-East basement since the ‘80s. Previous investigations have shown that the Palace has undergone two distinct settlements systems: one dates before the ‘70s and may have caused the cracks along the South wall of the building, it was declared unfit for use by the Public Authorities. The Palace lays on a sloping site

الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ff2454c4dc30bfb76b7d65d2967ed6aeTest
https://hdl.handle.net/11391/1535674Test

المؤلفون: F. Pergalani, A. Pagliaroli, C. Bourdeau, M. Compagnoni, L. Lenti, M. Lualdi, C. Madiai, S. Martino, R. Razzano, C. Varone, V. Verrubbi

المساهمون: Pergalani, F., Pagliaroli, A., Bourdeau, C., Compagnoni, M., Lenti, L., Lualdi, M., Madiai, C., Martino, S., Razzano, R., Varone, C., Verrubbi, V.

مصطلحات موضوعية: seismic microzonation, amplification factor, numerical analysi, elastic response spectrum, microzoning map, seismic code

العلاقة: info:eu-repo/semantics/altIdentifier/wos/WOS:000565913400009; firstpage:1; lastpage:35; numberofpages:35; journal:BULLETIN OF EARTHQUAKE ENGINEERING; http://hdl.handle.net/11573/1304852Test; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-85065979213

الإتاحة: https://doi.org/10.1007/s10518-019-00640-1Test
http://hdl.handle.net/11573/1304852Test

المؤلفون: T. Crespellani, J. Facciorusso, C. Madiai, G. Vannucchi

المساهمون: The Pennsylvania State University CiteSeerX Archives

المصدر: http://geotecnica.dicea.unifi.it/Soildynamics_2003.pdfTest.

مصطلحات موضوعية: Design earthquake, Filtering procedures, Newmark’s rigid block

وصف الملف: application/pdf

العلاقة: http://citeseerx.ist.psu.edu/viewdoc/summary?doi=10.1.1.509.3263Test; http://geotecnica.dicea.unifi.it/Soildynamics_2003.pdfTest

الإتاحة: http://geotecnica.dicea.unifi.it/Soildynamics_2003.pdfTest

المؤلفون: C. MERLI, A. COLOMBO, C. RIANI, A. ROSSO, L. MARTELLI, S. ROSSELLI, P. SEVERI, G. BIAVATI, S. DE ANDREA, D. FOSSATI, V. FIORAVANTE, D. GIRETTI, C. MADIAI, G. VANNUCCHI, E. GARGINI, F. PERGALANI, M. COMPAGNONI, GOTTARDI, GUIDO, TONNI, LAURA, MARCHI, MICHELA, GARCÍA MARTÍNEZ, MARÍA FERNANDA

المساهمون: Lollino G., Giordan D., Crosta G., Corominas J., Azzam R., Wasowski J., Sciarra N., C. MERLI, A. COLOMBO, C. RIANI, A. ROSSO, L. MARTELLI, S. ROSSELLI, P. SEVERI, G. BIAVATI, S. DE ANDREA, D. FOSSATI, G. GOTTARDI, L. TONNI, M. MARCHI, M. F. GARCÍA MARTÍNEZ, V. FIORAVANTE, D. GIRETTI, C. MADIAI, G. VANNUCCHI, E. GARGINI, F. PERGALANI, M. COMPAGNONI

مصطلحات موضوعية: River banks, Stability analysis, In situ tests, Seismic hazard, Stability maps

وصف الملف: STAMPA

العلاقة: info:eu-repo/semantics/altIdentifier/isbn/978-3-319-09056-6; info:eu-repo/semantics/altIdentifier/isbn/9783319090573; info:eu-repo/semantics/altIdentifier/isbn/3319090577; info:eu-repo/semantics/altIdentifier/wos/WOS:000358988100150; ispartofbook:Engineering Geology for Society and Territory; XII IAEG; volume:Volume 2: Landslide Processes; firstpage:877; lastpage:880; numberofpages:4; alleditors:Lollino G., Giordan D., Crosta G., Corominas J., Azzam R., Wasowski J., Sciarra N.; http://hdl.handle.net/11585/487971Test; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84944540829

الإتاحة: https://doi.org/10.1007/978-3-319-09057-3_150Test
http://hdl.handle.net/11585/487971Test

المؤلفون: C. Merli, A. Colombo, C. Riani, A. Rosso, L. Martelli, S. Rosselli, P. Severi, G. Biavati, S. De Andrea, D. Fossati, G. Gottardi, L. Tonni, M. Marchi, M. F. García Martínez, C. Madiai, G. Vannucchi, E. Gargini, F. Pergalani, M. Compagnoni, FIORAVANTE, Vincenzo, GIRETTI, Daniela

المساهمون: C., Merli, A., Colombo, C., Riani, A., Rosso, L., Martelli, S., Rosselli, P., Severi, G., Biavati, S., De Andrea, D., Fossati, G., Gottardi, L., Tonni, M., Marchi, M. F., García Martínez, Fioravante, Vincenzo, Giretti, Daniela, C., Madiai, G., Vannucchi, E., Gargini, F., Pergalani, M., Compagnoni

وصف الملف: STAMPA

العلاقة: info:eu-repo/semantics/altIdentifier/isbn/9783319090566; info:eu-repo/semantics/altIdentifier/wos/WOS:000358988100150; ispartofbook:Engineering Geology for Society and Territory; XII IAEG CONGRESS; volume:2; firstpage:877; lastpage:880; http://hdl.handle.net/11392/2181613Test; info:eu-repo/semantics/altIdentifier/scopus/2-s2.0-84944540829

الإتاحة: http://hdl.handle.net/11392/2181613Test

المؤلفون: GOTTARDI, GUIDO, MARCHI, MICHELA, TONNI, LAURA, S. AMOROSO, R. BARDOTTI, L. BONZI, A. CHIARADONNA, A. D’ONOFRIO, V. FIORAVANTE, A. GHINELLI, D. GIRETTI, G. LANZO, C. MADIAI, L. MARTELLI, P. MONACO, D. PORCINO, R. RAZZANO, S. ROSSELLI, P. SEVERI, F. SILVESTRI, L. SIMEONI, G. VANNUCCHI

المساهمون: AGI - Associazione Geotecnica Italiana, G. GOTTARDI, S. AMOROSO, R. BARDOTTI, L. BONZI, A. CHIARADONNA, A. D’ONOFRIO, V. FIORAVANTE, A. GHINELLI, D. GIRETTI, G. LANZO, C. MADIAI, M. MARCHI, L. MARTELLI, P. MONACO, D. PORCINO, R. RAZZANO, S. ROSSELLI, P. SEVERI, F. SILVESTRI, L. SIMEONI, L. TONNI, G. VANNUCCHI

مصطلحات موضوعية: argine, analisi di stabilità, azioni sismiche, liquefazione, terremoto emiliano 2012

وصف الملف: STAMPA

العلاقة: info:eu-repo/semantics/altIdentifier/isbn/978 88 97517 01 6; info:eu-repo/semantics/altIdentifier/isbn/978 88 97517 05 4; ispartofbook:La Geotecnica nella difesa del territorio e delle infrastrutture dalle calamità naturali; La geotecnica nella difesa del territorio e delle infrastrutture dai rischi naturali - XXV Convegno Nazionale di Geotecnica -; volume:2; firstpage:165; lastpage:175; numberofpages:11; alleditors:AGI - Associazione Geotecnica Italiana; http://hdl.handle.net/11585/487970Test

الإتاحة: http://hdl.handle.net/11585/487970Test

المؤلفون: R. de Franco 1, G. Caielli 1, M. Compagnoni 2, J. Facciorusso 4, C. Madiai 4, G. Milana 5, M. Moscatelli 3, F. Pergalani 2, S. Piscitelli6, A. Tento 1, Gruppo di Lavoro Amatrice

المصدر: 36° Convegno Nazionale del Gruppo Nazionale Geofisica della Terra Solida, pp. 338–341, Trieste, 14-16/11/2017
info:cnr-pdr/source/autori:R. de Franco 1, G. Caielli 1, M. Compagnoni 2, J. Facciorusso 4, C. Madiai 4, G. Milana 5, M. Moscatelli 3, F. Pergalani 2, S. Piscitelli6, A. Tento 1, Gruppo di Lavoro Amatrice/congresso_nome:36° Convegno Nazionale del Gruppo Nazionale Geofisica della Terra Solida/congresso_luogo:Trieste/congresso_data:14-16%2F11%2F2017/anno:2017/pagina_da:338/pagina_a:341/intervallo_pagine:338–341

مصطلحات موضوعية: Microzonazione sismica, Indagini geofisiche

الوصول الحر: https://explore.openaire.eu/search/publication?articleId=cnr_________::0221388fd11fb2b023744183884d3affTest
https://publications.cnr.it/doc/379082Test

المؤلفون: Martelli, L. Calabrese, G. Ercolessi, P. Severi, G. Tarabusi, D. Pileggi, S. Rosselli, L. Minarelli, F. Pergalani, M. Compagnoni, G. Vannucchi, C. Madiai, J. Facciorusso, M. Mucciarelli, E. Priolo, G. Laurenzano, M. Romani, A. Manicardi, B. Mengoli, C. Ugoletti, FIORAVANTE, Vincenzo, GIRETTI, Daniela

المساهمون: Martelli, L., Calabrese, G., Ercolessi, P., Severi, G., Tarabusi, D., Pileggi, S., Rosselli, L., Minarelli, F., Pergalani, M., Compagnoni, G., Vannucchi, C., Madiai, J., Facciorusso, Fioravante, Vincenzo, Giretti, Daniela, M., Mucciarelli, E., Priolo, G., Laurenzano, M., Romani, A., Manicardi, B., Mengoli, C., Ugoletti

وصف الملف: ELETTRONICO

العلاقة: info:eu-repo/semantics/altIdentifier/isbn/9788890210174; ispartofbook:Tema 2: Caratterizzazione sismica del territorio; 32° Convegno Nazionale di Geofisica della terra solida; firstpage:262; lastpage:266; http://hdl.handle.net/11392/2183612Test

الإتاحة: http://hdl.handle.net/11392/2183612Test