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2014 | OriginalPaper | Buchkapitel

1. Introduction

verfasst von : Kyriazis Pitilakis, Helen Crowley, Amir M. Kaynia

Erschienen in: SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk

Verlag: Springer Netherlands

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Abstract

This chapter outlines the main components, parameters and methods to derive fragility functions, which can be used in seismic risk assessment of different engineering systems and components at urban and regional scale. It provides the means of understanding the main factors governing this topic, introducing the subjects that will be extensively described and discussed in the subsequent chapters, where the fragility curves for buildings and all important components of the systems and infrastructures will be described in detail.

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Fußnoten
1
The fragility function manager tool is provided with the present volume at http://​extras.​springer.​com.
 
Literatur
Zurück zum Zitat Alexander D (2000) Confronting catastrophe: new perspectives on natural disasters. Oxford University Press, New York, p 282 Alexander D (2000) Confronting catastrophe: new perspectives on natural disasters. Oxford University Press, New York, p 282
Zurück zum Zitat American Lifelines Alliance, ALA (2001) Seismic fragility formulations for water systems. Part 1 – Guidelines, ASCE-FEMA, p 104 American Lifelines Alliance, ALA (2001) Seismic fragility formulations for water systems. Part 1 – Guidelines, ASCE-FEMA, p 104
Zurück zum Zitat Applied Technology Council, ATC (1985) Earthquake damage evaluation data for California. Report No. ATC-13, Applied Technology Council, Redwood City, CA Applied Technology Council, ATC (1985) Earthquake damage evaluation data for California. Report No. ATC-13, Applied Technology Council, Redwood City, CA
Zurück zum Zitat Applied Technology Council, ATC (1991) Seismic vulnerability and impact of disruption of life lines in the conterminous United States. Report No. ATC-25, Applied Technology Council, Redwood City, CA Applied Technology Council, ATC (1991) Seismic vulnerability and impact of disruption of life lines in the conterminous United States. Report No. ATC-25, Applied Technology Council, Redwood City, CA
Zurück zum Zitat Argyroudis S, Kaynia AM, Pitilakis K (2013) Development of fragility functions for geotech-nical constructions: application to cantilever retaining walls. Soil Dyn Earthq Eng 50:106–116CrossRef Argyroudis S, Kaynia AM, Pitilakis K (2013) Development of fragility functions for geotech-nical constructions: application to cantilever retaining walls. Soil Dyn Earthq Eng 50:106–116CrossRef
Zurück zum Zitat ASPROGE (2007) Aseismic protection of bridges. Research project, General Secretariat for Research and Technology, Greece ASPROGE (2007) Aseismic protection of bridges. Research project, General Secretariat for Research and Technology, Greece
Zurück zum Zitat Bommer JJ, Acevedo AB (2004) The use of real earthquake accelerograms as input to dynamic analysis. J Earthq Eng 8:43–91 Bommer JJ, Acevedo AB (2004) The use of real earthquake accelerograms as input to dynamic analysis. J Earthq Eng 8:43–91
Zurück zum Zitat Calvi GM, Pinho R, Magenes G, Bommer JJ, Restrepo-Velez LF, Crowley H (2006) Development of seismic vulnerability assessment methodologies over the past 30 years. J Earthq Technol 43(3):75–104 Calvi GM, Pinho R, Magenes G, Bommer JJ, Restrepo-Velez LF, Crowley H (2006) Development of seismic vulnerability assessment methodologies over the past 30 years. J Earthq Technol 43(3):75–104
Zurück zum Zitat Cavalieri F, Franchin P, Gehl P, Khazai B (2012) Quantitative assessment of social losses based on physical damage and interaction with infrastructural systems. Earthq Eng Struct Dyn 41(11):1569–1589CrossRef Cavalieri F, Franchin P, Gehl P, Khazai B (2012) Quantitative assessment of social losses based on physical damage and interaction with infrastructural systems. Earthq Eng Struct Dyn 41(11):1569–1589CrossRef
Zurück zum Zitat Corigliano M (2007) Seismic response of deep tunnels in near-fault conditions. Ph.D. dissertation, Politecnicodi Torino, Italy, p 222 Corigliano M (2007) Seismic response of deep tunnels in near-fault conditions. Ph.D. dissertation, Politecnicodi Torino, Italy, p 222
Zurück zum Zitat Cornell CA, Jalayer F, Hamburger RO, Foutch DA (2002) Probabilistic basis for 2000 SAC/FEMA steel moment frame guidelines. J Struct Eng 1284:26–533 Cornell CA, Jalayer F, Hamburger RO, Foutch DA (2002) Probabilistic basis for 2000 SAC/FEMA steel moment frame guidelines. J Struct Eng 1284:26–533
Zurück zum Zitat fib (2007) Seismic bridge design and retrofit – structural solutions: State-of-art report, fib Bulletin No. 39, International Federation for Structural Concrete (fib). ISBN 978-2-88394-079-6, p 300 fib (2007) Seismic bridge design and retrofit – structural solutions: State-of-art report, fib Bulletin No. 39, International Federation for Structural Concrete (fib). ISBN 978-2-88394-079-6, p 300
Zurück zum Zitat Franchin P (ed) (2013) Methodology for systemic seismic vulnerability assessment of buildings, infrastructures, networks and socio-economic impacts. SYNER-G Reference Report 1, Publications Office of the European Union. ISBN 978-92-79-28975-0 Franchin P (ed) (2013) Methodology for systemic seismic vulnerability assessment of buildings, infrastructures, networks and socio-economic impacts. SYNER-G Reference Report 1, Publications Office of the European Union. ISBN 978-92-79-28975-0
Zurück zum Zitat Hancilar U, Taucer F (eds) (2013) Guidelines for typology definition of European physical assets for earthquake risk assessment. SYNER-G Reference Report 2, Publications Office of the European Union. ISBN 978-92-79-28973-6 Hancilar U, Taucer F (eds) (2013) Guidelines for typology definition of European physical assets for earthquake risk assessment. SYNER-G Reference Report 2, Publications Office of the European Union. ISBN 978-92-79-28973-6
Zurück zum Zitat Iervolino I, Galasso C, Cosenza E (2010) REXEL: computer aided record selection for code-based seismic structural analysis. Bull Earthq Eng 8:339–362CrossRef Iervolino I, Galasso C, Cosenza E (2010) REXEL: computer aided record selection for code-based seismic structural analysis. Bull Earthq Eng 8:339–362CrossRef
Zurück zum Zitat Kappos AJ, Panagopoulos G, Penelis G (2006) A hybrid method for the vulnerability assessment of R/C and URM buildings. Bull Earthq Eng 4(4):391–413CrossRef Kappos AJ, Panagopoulos G, Penelis G (2006) A hybrid method for the vulnerability assessment of R/C and URM buildings. Bull Earthq Eng 4(4):391–413CrossRef
Zurück zum Zitat Kaynia AM (ed) (2013) Guidelines for deriving seismic fragility functions of elements at risk: buildings, lifelines, transportation networks and critical facilities. SYNER-G Reference Report 4, Publications Office of the European Union. ISBN 978-92-79-28966-8 Kaynia AM (ed) (2013) Guidelines for deriving seismic fragility functions of elements at risk: buildings, lifelines, transportation networks and critical facilities. SYNER-G Reference Report 4, Publications Office of the European Union. ISBN 978-92-79-28966-8
Zurück zum Zitat Khazai B (ed) (2013) Guidelines for the consideration of socio-economic impacts in seismic risk analysis. SYNER-G Reference Report 5, Publications Office of the European Union. ISBN 978-92-79-28968-2 Khazai B (ed) (2013) Guidelines for the consideration of socio-economic impacts in seismic risk analysis. SYNER-G Reference Report 5, Publications Office of the European Union. ISBN 978-92-79-28968-2
Zurück zum Zitat Kim SH, Shinozuka M (2004) Development of fragility curves of bridges retrofitted by column jacketing. Probab Eng Mech 19:105–112CrossRef Kim SH, Shinozuka M (2004) Development of fragility curves of bridges retrofitted by column jacketing. Probab Eng Mech 19:105–112CrossRef
Zurück zum Zitat LessLoss (2007) Risk mitigation for earthquakes and landslides, Research project, European Commission, GOCE-CT-2003-505448 LessLoss (2007) Risk mitigation for earthquakes and landslides, Research project, European Commission, GOCE-CT-2003-505448
Zurück zum Zitat Mackie K, Stojadinovic B (2003) Seismic demands for performance-based design of bridges. PEER Report 2003/16, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA Mackie K, Stojadinovic B (2003) Seismic demands for performance-based design of bridges. PEER Report 2003/16, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA
Zurück zum Zitat Mackie K, Stojadinovic B (2005) Fragility basis for California highway overpass bridge seismic decision making. PEER Report 2005/12, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA Mackie K, Stojadinovic B (2005) Fragility basis for California highway overpass bridge seismic decision making. PEER Report 2005/12, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA
Zurück zum Zitat Maruyama Y, Yamazaki F, Mizuno K, Tsuchiya Y, Yogai H (2010) Fragility curves for ex-pressway embankments based on damage datasets after recent earthquakes in Japan. Soil Dyn Earthq Eng 30:1158–1167CrossRef Maruyama Y, Yamazaki F, Mizuno K, Tsuchiya Y, Yogai H (2010) Fragility curves for ex-pressway embankments based on damage datasets after recent earthquakes in Japan. Soil Dyn Earthq Eng 30:1158–1167CrossRef
Zurück zum Zitat McKay MD, Beckman RJ, Conover WJ (1979) A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics 21(2):239–245 McKay MD, Beckman RJ, Conover WJ (1979) A comparison of three methods for selecting values of input variables in the analysis of output from a computer code. Technometrics 21(2):239–245
Zurück zum Zitat Mehanny SSF (2009) A broad-range power-law form scalar-based seismic intensity measure. Eng Struct 31:1354–1368CrossRef Mehanny SSF (2009) A broad-range power-law form scalar-based seismic intensity measure. Eng Struct 31:1354–1368CrossRef
Zurück zum Zitat Mid-America Earthquake Center (2009) Impact of New Madrid seismic zone earthquakes on the central USA. MAE Center Report No. 09-03 Mid-America Earthquake Center (2009) Impact of New Madrid seismic zone earthquakes on the central USA. MAE Center Report No. 09-03
Zurück zum Zitat Milutinovic ZV, Trendafiloski WS (2003) RISK-UE WP4: vulnerability of current buildings Milutinovic ZV, Trendafiloski WS (2003) RISK-UE WP4: vulnerability of current buildings
Zurück zum Zitat National Institute of Building Sciences (NIBS) (2004) HAZUS-MH: users’s manual and technical manuals. Report prepared for the Federal Emergency Management Agency, Washington, DC National Institute of Building Sciences (NIBS) (2004) HAZUS-MH: users’s manual and technical manuals. Report prepared for the Federal Emergency Management Agency, Washington, DC
Zurück zum Zitat O’Rourke TD, Jeon SS, Toprak S, Cubrinovski M, Jung JK (2012) Underground lifeline system performance during the Canterbury earthquake sequence. In: Proceedings of the 15th world conference on earthquake engineering, Lisbon, Portugal O’Rourke TD, Jeon SS, Toprak S, Cubrinovski M, Jung JK (2012) Underground lifeline system performance during the Canterbury earthquake sequence. In: Proceedings of the 15th world conference on earthquake engineering, Lisbon, Portugal
Zurück zum Zitat Padgett JE, Nielson BG, DesRoches R (2008) Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthq Eng Struct Dyn 37:711–725CrossRef Padgett JE, Nielson BG, DesRoches R (2008) Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthq Eng Struct Dyn 37:711–725CrossRef
Zurück zum Zitat Pitilakis K, Argroudis S (eds) (2013) Systemic seismic vulnerability and loss assessment: validation studies. SYNER-G Reference Report 6, Publications Office of the European Union. ISBN 978-92-79-30840-6 Pitilakis K, Argroudis S (eds) (2013) Systemic seismic vulnerability and loss assessment: validation studies. SYNER-G Reference Report 6, Publications Office of the European Union. ISBN 978-92-79-30840-6
Zurück zum Zitat Pitilakis KD, Karapetrou ST, Fotopoulou SD (2013) Consideration of aging and SSI effects on seismic vulnerability assessment of RC buildings. Bull Earthq Eng (submitted) Pitilakis KD, Karapetrou ST, Fotopoulou SD (2013) Consideration of aging and SSI effects on seismic vulnerability assessment of RC buildings. Bull Earthq Eng (submitted)
Zurück zum Zitat Porter K, Kennedy R, Bachman R (2007) Creating fragility functions for performance-based earthquake engineering. Earthquake Spectra 23(2):471–489CrossRef Porter K, Kennedy R, Bachman R (2007) Creating fragility functions for performance-based earthquake engineering. Earthquake Spectra 23(2):471–489CrossRef
Zurück zum Zitat RISK-UE (2004) An advanced approach to earthquake risk scenarios with applications to different European towns. Research project, European Commission, DG ΧΙI2001-2004, CEC: EVK4-CT-2000-00014 RISK-UE (2004) An advanced approach to earthquake risk scenarios with applications to different European towns. Research project, European Commission, DG ΧΙI2001-2004, CEC: EVK4-CT-2000-00014
Zurück zum Zitat Rossetto T, Elnashai A (2003) Derivation of vulnerability functions for European-type RC structures based on observational data. Eng Struct 25:1241–1263CrossRef Rossetto T, Elnashai A (2003) Derivation of vulnerability functions for European-type RC structures based on observational data. Eng Struct 25:1241–1263CrossRef
Zurück zum Zitat Rossetto T, Ioannou I, Grant DN (2013) Existing empirical fragility and vulnerability relationships: compendium and guide for selection. GEM Technical Report 2013-X, GEM Foundation, Pavia, Italy, April 2013, p 62 Rossetto T, Ioannou I, Grant DN (2013) Existing empirical fragility and vulnerability relationships: compendium and guide for selection. GEM Technical Report 2013-X, GEM Foundation, Pavia, Italy, April 2013, p 62
Zurück zum Zitat Sabetta F, Goretti A, Lucantoni A (1998) Empirical fragility curves from damage surveys and estimated strong ground-motion. In: 11th European conference on earthquake engineering, Paris, France Sabetta F, Goretti A, Lucantoni A (1998) Empirical fragility curves from damage surveys and estimated strong ground-motion. In: 11th European conference on earthquake engineering, Paris, France
Zurück zum Zitat Schäfer D, Bosi A (2013) Systemic seismic vulnerability assessment: software users manual. SYNER-G Reference Report 7, Publications Office of the European Union (in press) Schäfer D, Bosi A (2013) Systemic seismic vulnerability assessment: software users manual. SYNER-G Reference Report 7, Publications Office of the European Union (in press)
Zurück zum Zitat Seyedi D, Gehl P, Douglas J, Davenne L, Mezher N, Ghavamian S (2010) Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time-history analysis. Earthq Eng Struct Dyn 39(1):91–108 Seyedi D, Gehl P, Douglas J, Davenne L, Mezher N, Ghavamian S (2010) Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time-history analysis. Earthq Eng Struct Dyn 39(1):91–108
Zurück zum Zitat Shome N, Cornell CA (1999) Probabilistic seismic demand analysis of nonlinear structures. RMS Report-35, Reliability of Marine Structures Group, Stanford University, Stanford Shome N, Cornell CA (1999) Probabilistic seismic demand analysis of nonlinear structures. RMS Report-35, Reliability of Marine Structures Group, Stanford University, Stanford
Zurück zum Zitat Singhal A, Kiremedjian AS (1998) Bayesian updating of fragilities with application to RC frames. J Struct Eng 124(8):922–929CrossRef Singhal A, Kiremedjian AS (1998) Bayesian updating of fragilities with application to RC frames. J Struct Eng 124(8):922–929CrossRef
Zurück zum Zitat Smerzini C, Galasso C, Iervolino I, Paolucci R (2012) Engineering ground motion selection based on displacement-spectrum compatibility. In: Proceedings of 15WCEE, Lisboa, PT. Paper No. 2354 Smerzini C, Galasso C, Iervolino I, Paolucci R (2012) Engineering ground motion selection based on displacement-spectrum compatibility. In: Proceedings of 15WCEE, Lisboa, PT. Paper No. 2354
Zurück zum Zitat Spence RJS, Coburn AW, Pomonis A (1992) Correlation of ground motion with building damage: the definition of a new damage-based seismic intensity scale. In: Proceedings of 10th world conference on earthquake engineering structure, Balkema, Rotterdam Spence RJS, Coburn AW, Pomonis A (1992) Correlation of ground motion with building damage: the definition of a new damage-based seismic intensity scale. In: Proceedings of 10th world conference on earthquake engineering structure, Balkema, Rotterdam
Zurück zum Zitat SRMLIFE (2007) Development of a global methodology for the vulnerability assessment and risk management of lifelines, infrastructures and critical facilities. Application to the metropolitan area of Thessaloniki. Research project, General Secretariat for Research and Technology, Greece SRMLIFE (2007) Development of a global methodology for the vulnerability assessment and risk management of lifelines, infrastructures and critical facilities. Application to the metropolitan area of Thessaloniki. Research project, General Secretariat for Research and Technology, Greece
Zurück zum Zitat SYNER-G (2013) Systemic seismic vulnerability and risk analysis for buildings, lifeline networks and infrastructures safety gain. Research project, European Commission, ENV-2009-1-244061 SYNER-G (2013) Systemic seismic vulnerability and risk analysis for buildings, lifeline networks and infrastructures safety gain. Research project, European Commission, ENV-2009-1-244061
Zurück zum Zitat Towashiraporn P, Duenas-Osorio L, Craig JI, Goodno BJ (2008) An application of the response surface metamodel in building seismic fragility estimation. In: Proceeding of 14th world conference on earthquake engineering, Beijing, China Towashiraporn P, Duenas-Osorio L, Craig JI, Goodno BJ (2008) An application of the response surface metamodel in building seismic fragility estimation. In: Proceeding of 14th world conference on earthquake engineering, Beijing, China
Zurück zum Zitat Vamvatsikos D, Cornell CA (2002) Incremental dynamic analysis. Earthq Eng Struct Dyn 31:491–514CrossRef Vamvatsikos D, Cornell CA (2002) Incremental dynamic analysis. Earthq Eng Struct Dyn 31:491–514CrossRef
Zurück zum Zitat Vamvatsikos D, Cornell CA (2004) Applied incremental dynamic analysis. Earhq Spectra 20(2):523–553CrossRef Vamvatsikos D, Cornell CA (2004) Applied incremental dynamic analysis. Earhq Spectra 20(2):523–553CrossRef
Zurück zum Zitat Vamvatsikos D, Cornell CA (2005) Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information. Earthq Eng Struct Dyn 34(13):1573–1600CrossRef Vamvatsikos D, Cornell CA (2005) Developing efficient scalar and vector intensity measures for IDA capacity estimation by incorporating elastic spectral shape information. Earthq Eng Struct Dyn 34(13):1573–1600CrossRef
Metadaten
Titel
Introduction
verfasst von
Kyriazis Pitilakis
Helen Crowley
Amir M. Kaynia
Copyright-Jahr
2014
Verlag
Springer Netherlands
DOI
https://doi.org/10.1007/978-94-007-7872-6_1