Skip to main content

2019 | OriginalPaper | Buchkapitel

Sensitivity and Preliminary Analyses for the Seismic Assessment of Ardinghelli Palace

verfasst von : Jamil Haddad, Serena Cattari, Sergio Lagomarsino

Erschienen in: Structural Analysis of Historical Constructions

Verlag: Springer International Publishing

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

When dealing with the seismic assessment of historical buildings, a higher diversity in uncertainties related to construction details, geometry, and material properties is expected. Moreover, for the conservation of the monument a very low invasiveness degree is required during the investigation process. The procedures available in standards, based on the definition of a Knowledge Level for the whole structure, by following investigation plans that do not take into consideration the specific features of the building, may not serve efficiently in this context. These facts rise the need for a new procedure, rationally implemented to best fit the characteristics of the structure under investigation time by time. Within this context, the procedure based on a Sensitivity and a Preliminary Analyses proposed in Cattari et al. 2014 and Haddad et al. 2016/2017 is executed on Ardinghelli Palace in L’Aquila Italy. The sensitivity analysis is addressed to detect the uncertain parameters mostly affecting the structural response and defines what to investigate. While the preliminary analysis carries out a complementary role in identifying where in the structure shall we investigate, in order to set an effective investigation plan and increase the knowledge about it.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literatur
1.
Zurück zum Zitat CEN (2005) Eurocode 8 - Design of structures for earthquake resistance. Part 3 Assessment and retrofitting of buildings, Brussels, Belgium CEN (2005) Eurocode 8 - Design of structures for earthquake resistance. Part 3 Assessment and retrofitting of buildings, Brussels, Belgium
2.
Zurück zum Zitat ASCE/SEI 41/06 (2007) Seismic rehabilitation of existing buildings. American Society of Civil Engineers, Reston, VA ASCE/SEI 41/06 (2007) Seismic rehabilitation of existing buildings. American Society of Civil Engineers, Reston, VA
3.
Zurück zum Zitat Franchin P, Pinto PE, Pathmanathan R (2010) Confidence factor? J Earthq Eng 14:989–1007CrossRef Franchin P, Pinto PE, Pathmanathan R (2010) Confidence factor? J Earthq Eng 14:989–1007CrossRef
4.
Zurück zum Zitat Tondelli M, Rota M, Penna A, Magenes G (2012) Evaluation of uncertainties in the seismic assessment of existing masonry buildings. J Earthq Eng 16(S1):36–64CrossRef Tondelli M, Rota M, Penna A, Magenes G (2012) Evaluation of uncertainties in the seismic assessment of existing masonry buildings. J Earthq Eng 16(S1):36–64CrossRef
5.
Zurück zum Zitat Haddad J, Cattari S, Lagomarsino S (2016) The use of the sensitivity analysis for the probabilistic-based seismic assessment of existing buildings. In: 16th world conference on earthquake engineering, Santiago, Chile Haddad J, Cattari S, Lagomarsino S (2016) The use of the sensitivity analysis for the probabilistic-based seismic assessment of existing buildings. In: 16th world conference on earthquake engineering, Santiago, Chile
6.
Zurück zum Zitat Haddad J, Cattari S, Lagomarsino S (2017) Preliminary and sensitivity analysis to set the investigation plan and improve the reliability of the seismic assessment of existing buildings. In: Prohitech conference, Lisbon, Portugal Haddad J, Cattari S, Lagomarsino S (2017) Preliminary and sensitivity analysis to set the investigation plan and improve the reliability of the seismic assessment of existing buildings. In: Prohitech conference, Lisbon, Portugal
7.
Zurück zum Zitat Pinto PE, Giannini R and Franchin P (2004) Seismic reliability analysis of structures. IUSS Press, Pavia. ISBN 88-7358-017-3 Pinto PE, Giannini R and Franchin P (2004) Seismic reliability analysis of structures. IUSS Press, Pavia. ISBN 88-7358-017-3
8.
Zurück zum Zitat Lagomarsino S, Penna A, Galasco A, Cattari S (2013) TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings. Eng Struct 56:1787–1799CrossRef Lagomarsino S, Penna A, Galasco A, Cattari S (2013) TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings. Eng Struct 56:1787–1799CrossRef
10.
Zurück zum Zitat Cattari S, Lagomarsino S (2013) Masonry structures. In: Sullivan T, Calvi GM (eds) Developments in the field of displacement based seismic assessment. Ed. IUSS Press (PAVIA) and EUCENTRE, pp. 151–200. ISBN 978-88-6198-090-7. p 524 Cattari S, Lagomarsino S (2013) Masonry structures. In: Sullivan T, Calvi GM (eds) Developments in the field of displacement based seismic assessment. Ed. IUSS Press (PAVIA) and EUCENTRE, pp. 151–200. ISBN 978-88-6198-090-7. p 524
11.
Zurück zum Zitat MIT (2009) Ministry of Infrastructures and Transportation, Circ. C.S.Ll.Pp. No. 617 of 2/2/2009. Istruzioni per l’applicazione delle nuove norme tecniche per le costruzioni di cui al Decreto Ministeriale 14 Gennaio 2008. G.U. S.O. n.27 of 26/2/2009, No. 47 (in Italian) MIT (2009) Ministry of Infrastructures and Transportation, Circ. C.S.Ll.Pp. No. 617 of 2/2/2009. Istruzioni per l’applicazione delle nuove norme tecniche per le costruzioni di cui al Decreto Ministeriale 14 Gennaio 2008. G.U. S.O. n.27 of 26/2/2009, No. 47 (in Italian)
12.
Zurück zum Zitat Cattari S, Resemini S, Lagomarsino S (2008) Modeling of vault as equivalent diaphragms in 3d seismic analysis of masonry buildings. In: Proceedings of the 6th international conference on structural analysis of historic constructions, Bath, United Kingdom Cattari S, Resemini S, Lagomarsino S (2008) Modeling of vault as equivalent diaphragms in 3d seismic analysis of masonry buildings. In: Proceedings of the 6th international conference on structural analysis of historic constructions, Bath, United Kingdom
13.
Zurück zum Zitat Magenes G, Penna A, Galasco A, Rota M (2010) Experimental characterisitics of stone masonry mechanical properties. In: Proceedings of the 8th international masonry conference, Dresden, Germany Magenes G, Penna A, Galasco A, Rota M (2010) Experimental characterisitics of stone masonry mechanical properties. In: Proceedings of the 8th international masonry conference, Dresden, Germany
14.
Zurück zum Zitat Beyer K, Dazio A (2012) Quasi static cyclic tests on masonry spandrels. Earthq Spectra 28(3):907–929CrossRef Beyer K, Dazio A (2012) Quasi static cyclic tests on masonry spandrels. Earthq Spectra 28(3):907–929CrossRef
15.
Zurück zum Zitat Cattari S, Lagomarsino S (2008) A strength criterion for the flexural behavior of spandrels in un-reinforced masonry walls. In: Proceedings of the 14th world conference on earthquake engineering, Beijing, China Cattari S, Lagomarsino S (2008) A strength criterion for the flexural behavior of spandrels in un-reinforced masonry walls. In: Proceedings of the 14th world conference on earthquake engineering, Beijing, China
16.
Zurück zum Zitat Freeman SA (1998) Development and use of capacity spectrum method. In: 6th US National conference on earthquake engineering, Seattle, United States Freeman SA (1998) Development and use of capacity spectrum method. In: 6th US National conference on earthquake engineering, Seattle, United States
18.
Zurück zum Zitat Marino S, Cattari S, Lagomarsino S (2018) Use of non-linear static procedures for irregular URM buildings in literature and codes. In: 16th European conference on earthquake engineering, Thessaloniki, Greece Marino S, Cattari S, Lagomarsino S (2018) Use of non-linear static procedures for irregular URM buildings in literature and codes. In: 16th European conference on earthquake engineering, Thessaloniki, Greece
19.
Zurück zum Zitat Candela M, Cattari S, Lagomarsino S, Rossi M, Fonti R, Pagliuca E (2012) In-situ test for the shear strength evaluation of masonry: the case of a building hit by L’Aquila earthquake (Italy). In: 15th World Conference of Earthquake Engineering, Lisbon, Portugal Candela M, Cattari S, Lagomarsino S, Rossi M, Fonti R, Pagliuca E (2012) In-situ test for the shear strength evaluation of masonry: the case of a building hit by L’Aquila earthquake (Italy). In: 15th World Conference of Earthquake Engineering, Lisbon, Portugal
Metadaten
Titel
Sensitivity and Preliminary Analyses for the Seismic Assessment of Ardinghelli Palace
verfasst von
Jamil Haddad
Serena Cattari
Sergio Lagomarsino
Copyright-Jahr
2019
Verlag
Springer International Publishing
DOI
https://doi.org/10.1007/978-3-319-99441-3_259