Skip to main content

2019 | OriginalPaper | Buchkapitel

Sacral Buildings in Slovenia – Seismic Risk Assessment Through Simplified Methodologies

verfasst von : Anton Štampfl, Vlatko Bosiljkov

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

In this paper seismic vulnerability of sacral buildings in seismic prone areas is discussed. In Slovenia there are more than 2900 sacral buildings, for which there is no database of their current condition or vulnerability. On the sample of 64 Slovenian religious buildings (different architectural styles) the use of different simple methods for seismic risk assessment of sacral architecture is demonstrated. The emphasize is on quick and simple methods, which on the basis of the basic data of the asset can provide seismic risk assessment that will serve mainly to identify the most critical buildings. For this purpose, methods of Lourenço (2005) and Lagomarsino (2004) were used. The results of different methods are compared and advantages and disadvantages of each method are discussed. Following the analysis on sample of 64 buildings it may be concluded that the percentage of buildings at risk in Slovenia may vary between 44% and 89% depending on the method used. Method relying on γ3 index provide the most conservative results, while the method with γ1 index provide very optimistic results in comparison to the results of macroseismic methodology provided by RISK-UE. It is also shown that some of conceptually completely different methodologies may provide comparable results. Comparison with the results from non-linear analysis on sample of 15 buildings according to EC8-3 provisions shows that simplified methodology with γ3 index on average provide the most consistent results.

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 Lourenço PB, Roque JA (2005) Simplified indexes for the seismic vulnerability of ancient masonry buildings. Constr Build Mater 20(4):200–208CrossRef Lourenço PB, Roque JA (2005) Simplified indexes for the seismic vulnerability of ancient masonry buildings. Constr Build Mater 20(4):200–208CrossRef
2.
Zurück zum Zitat Turnšek V, Čačovič F (1971) Some experimental results on the strength of brick masonry walls. In: West HWH, Speed KH (eds) Proceedings of the 2nd International Brick Masonry Conference, Stoke-on-Trent, British Ceramic Res. Assoc., London, England, pp 149–156 Turnšek V, Čačovič F (1971) Some experimental results on the strength of brick masonry walls. In: West HWH, Speed KH (eds) Proceedings of the 2nd International Brick Masonry Conference, Stoke-on-Trent, British Ceramic Res. Assoc., London, England, pp 149–156
3.
Zurück zum Zitat Lourenço PB, Oliviera DV, Leite JC, Ingham JM, Modena C, da Porto F (2013) Simplified indexes for the seismic assessment of masonry buildings: International database and validation. Eng Fail Anal 34:585–605CrossRef Lourenço PB, Oliviera DV, Leite JC, Ingham JM, Modena C, da Porto F (2013) Simplified indexes for the seismic assessment of masonry buildings: International database and validation. Eng Fail Anal 34:585–605CrossRef
4.
Zurück zum Zitat Lagomarsino S, Giovanazzi S (2006) Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bull Earthq Eng 4(4):415–443CrossRef Lagomarsino S, Giovanazzi S (2006) Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings. Bull Earthq Eng 4(4):415–443CrossRef
5.
Zurück zum Zitat Lagomarsino S (2006) On the vulnerability assessment of monumental buildings. Bull Earthq Eng 4(4):445–463CrossRef Lagomarsino S (2006) On the vulnerability assessment of monumental buildings. Bull Earthq Eng 4(4):445–463CrossRef
6.
Zurück zum Zitat Calvi M, Cecchi R (eds) (2007) Guidelines for evaluation and mitigation of seismic risk to cultural heritage with reference to technical construction regulations. Gangemi Editore, Rome, 80 p Calvi M, Cecchi R (eds) (2007) Guidelines for evaluation and mitigation of seismic risk to cultural heritage with reference to technical construction regulations. Gangemi Editore, Rome, 80 p
7.
Zurück zum Zitat Štampfl A (2013) Condition and seismic risk assessment of sacral buildings in Slovenia. M.Sc. thesis. University of Ljubljana, Faculty of Civil and geodetic engineering, Slovenia, 164 p. (in Slovenian) Štampfl A (2013) Condition and seismic risk assessment of sacral buildings in Slovenia. M.Sc. thesis. University of Ljubljana, Faculty of Civil and geodetic engineering, Slovenia, 164 p. (in Slovenian)
8.
Zurück zum Zitat Bosiljkov V, Tomaževič M (2005) Experimental approach in determing the structural behaviour factor for URM buildings. In: Schaur C (ed) COST C12-WG2, Datasheet I.3.1.1.8, Improvement of Buildings, Structural Quality by New Technologies. August Aimé Balkema, London, pp 135–141 Bosiljkov V, Tomaževič M (2005) Experimental approach in determing the structural behaviour factor for URM buildings. In: Schaur C (ed) COST C12-WG2, Datasheet I.3.1.1.8, Improvement of Buildings, Structural Quality by New Technologies. August Aimé Balkema, London, pp 135–141
9.
Zurück zum Zitat S.T.A. Data (2009) 3Muri, General description, Version: 4 S.T.A. Data (2009) 3Muri, General description, Version: 4
Metadaten
Titel
Sacral Buildings in Slovenia – Seismic Risk Assessment Through Simplified Methodologies
verfasst von
Anton Štampfl
Vlatko Bosiljkov
Copyright-Jahr
2019
Verlag
Springer International Publishing
DOI
https://doi.org/10.1007/978-3-319-99441-3_125