Skip to main content

2024 | OriginalPaper | Buchkapitel

Correlation Analysis Between Seismic Response of Primary Auxiliary Building and Ground Motion Intensity Measures

verfasst von : Thanh-Tung Thi Nguyen, Van-Long Phan, Duy-Duan Nguyen

Erschienen in: Recent Advances in Structural Engineering

Verlag: Springer Nature Singapore

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

search-config
loading …

Abstract

The auxiliary building (AB) plays a crucial importance in the safety operation of nuclear power plants (NPPs). This study evaluates seismic performances of the primary auxiliary building in the Korean Standard (KS) nuclear power plants (NPPs). The numerical model of the AB structure is developed using a series of multi-layer shell elements, in which nonlinear material properties of concrete and reinforcement are considered. A set of 90 ground motions is employed in time-history analyses for evaluating the seismic performance of the structure. Floor accelerations and displacements of the structure are monitored as engineering demand parameters (EDPs). Statistical indicators including the goodness of fit (R2), standard deviation, and practicality are employed to evaluate the correlation between EDPs and 21 considered earthquake intensity measures (IMs). The results show that the strongest correlated IMs are \(S_{a} \left( {T_{1} } \right)\), \(S_{v} \left( {T_{1} } \right)\), \(S_{d} \left( {T_{1} } \right)\), followed by \(ASI\), \(SMA\), \(EPA\), and \(PGA\).

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 Cao V, Ronagh H (2014) Correlation between seismic parameters of far-fault motions and damage indices of low-rise reinforced concrete frames. Soil Dyn Earthq Eng 66:102–112CrossRef Cao V, Ronagh H (2014) Correlation between seismic parameters of far-fault motions and damage indices of low-rise reinforced concrete frames. Soil Dyn Earthq Eng 66:102–112CrossRef
2.
Zurück zum Zitat Corigliano M, Lai CG, Barla G (2007) Seismic vulnerability of rock tunnels using fragility curves. In: 11th ISRM congress. International society for rock mechanics Corigliano M, Lai CG, Barla G (2007) Seismic vulnerability of rock tunnels using fragility curves. In: 11th ISRM congress. International society for rock mechanics
3.
Zurück zum Zitat Elenas A, Meskouris K (2001) Correlation study between seismic acceleration parameters and damage indices of structures. Eng Struct 23(6):698–704CrossRef Elenas A, Meskouris K (2001) Correlation study between seismic acceleration parameters and damage indices of structures. Eng Struct 23(6):698–704CrossRef
4.
Zurück zum Zitat Massumi A, Gholami F (2016) The influence of seismic intensity parameters on structural damage of RC buildings using principal components analysis. Appl Math Model 40(3):2161–2176CrossRef Massumi A, Gholami F (2016) The influence of seismic intensity parameters on structural damage of RC buildings using principal components analysis. Appl Math Model 40(3):2161–2176CrossRef
5.
Zurück zum Zitat Kostinakis K, Athanatopoulou A, Morfidis K (2015) Correlation between ground motion intensity measures and seismic damage of 3D R/C buildings. Eng Struct 82:151–167CrossRef Kostinakis K, Athanatopoulou A, Morfidis K (2015) Correlation between ground motion intensity measures and seismic damage of 3D R/C buildings. Eng Struct 82:151–167CrossRef
6.
Zurück zum Zitat Pejovic J, Serdar N, Pejovic R (2017) Optimal intensity measures for probabilistic seismic demand models of RC high-rise buildings. Earthquakes Struct 13(3):221–230 Pejovic J, Serdar N, Pejovic R (2017) Optimal intensity measures for probabilistic seismic demand models of RC high-rise buildings. Earthquakes Struct 13(3):221–230
7.
Zurück zum Zitat Nguyen DD, Park D, Shamsher S, Nguyen VQ, Lee TH (2019) Seismic vulnerability assessment of rectangular cut-and-cover subway tunnels. Tunn Undergr Space Technol 86:247–261CrossRef Nguyen DD, Park D, Shamsher S, Nguyen VQ, Lee TH (2019) Seismic vulnerability assessment of rectangular cut-and-cover subway tunnels. Tunn Undergr Space Technol 86:247–261CrossRef
8.
Zurück zum Zitat Phan HN, Paolacci F (2016) Efficient intensity measures for probabilistic seismic response analysis of anchored above-ground liquid steel storage tanks. In: Pressure Vessels and Piping Conference. American Society of Mechanical Engineers Phan HN, Paolacci F (2016) Efficient intensity measures for probabilistic seismic response analysis of anchored above-ground liquid steel storage tanks. In: Pressure Vessels and Piping Conference. American Society of Mechanical Engineers
9.
Zurück zum Zitat Zhang Y, Ding Y, Pang Y (2015) Selection of optimal intensity measures in seismic damage analysis of cable-stayed bridges subjected to far-fault ground motions. J Earthquake Tsunami 9(01):1550003CrossRef Zhang Y, Ding Y, Pang Y (2015) Selection of optimal intensity measures in seismic damage analysis of cable-stayed bridges subjected to far-fault ground motions. J Earthquake Tsunami 9(01):1550003CrossRef
10.
Zurück zum Zitat Padgett JE, Nielson BG, DesRoches R (2008) Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthquake Eng Struct Dynam 37(5):711–725CrossRef Padgett JE, Nielson BG, DesRoches R (2008) Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthquake Eng Struct Dynam 37(5):711–725CrossRef
11.
Zurück zum Zitat Jahangiri V, Yazdani M, Marefat MS (2018) Intensity measures for the seismic response assessment of plain concrete arch bridges. Bull Earthq Eng 16(9):4225–4248CrossRef Jahangiri V, Yazdani M, Marefat MS (2018) Intensity measures for the seismic response assessment of plain concrete arch bridges. Bull Earthq Eng 16(9):4225–4248CrossRef
12.
Zurück zum Zitat Zelaschi C, Monteiro R, Pinho R (2019) Critical assessment of intensity measures for seismic response of Italian RC bridge portfolios. J Earthquake Eng 23(6):980–1000CrossRef Zelaschi C, Monteiro R, Pinho R (2019) Critical assessment of intensity measures for seismic response of Italian RC bridge portfolios. J Earthquake Eng 23(6):980–1000CrossRef
13.
Zurück zum Zitat Avşar Ö, Özdemir G (2011) Response of seismic-isolated bridges in relation to intensity measures of ordinary and pulselike ground motions. J Bridg Eng 18(3):250–260CrossRef Avşar Ö, Özdemir G (2011) Response of seismic-isolated bridges in relation to intensity measures of ordinary and pulselike ground motions. J Bridg Eng 18(3):250–260CrossRef
14.
Zurück zum Zitat Nguyen DD, Thusa B, Han TS, Lee TH (2020) Identifying significant earthquake intensity measures for evaluating seismic damage and fragility of nuclear power plant structures. Nucl Eng Technol 52(1):192–205CrossRef Nguyen DD, Thusa B, Han TS, Lee TH (2020) Identifying significant earthquake intensity measures for evaluating seismic damage and fragility of nuclear power plant structures. Nucl Eng Technol 52(1):192–205CrossRef
15.
Zurück zum Zitat Nguyen DD, Thusa B, Azad MS, Tran VL, Lee TH (2021) Optimal earthquake intensity measures for probabilistic seismic demand models of ARP1400 reactor containment building. Nucl Eng Technol 53(12):4179–4188CrossRef Nguyen DD, Thusa B, Azad MS, Tran VL, Lee TH (2021) Optimal earthquake intensity measures for probabilistic seismic demand models of ARP1400 reactor containment building. Nucl Eng Technol 53(12):4179–4188CrossRef
16.
Zurück zum Zitat Nguyen DD, Lee TH, Phan VT (2021) Optimal earthquake intensity measures for probabilistic seismic demand models of base-isolated nuclear power plant structures. Energies 14(16):5163CrossRef Nguyen DD, Lee TH, Phan VT (2021) Optimal earthquake intensity measures for probabilistic seismic demand models of base-isolated nuclear power plant structures. Energies 14(16):5163CrossRef
17.
Zurück zum Zitat Kramer SL (1996) Geotechnical earthquake engineering prentice Hall, Inc., Upper Saddle River, New Jersey, USA Kramer SL (1996) Geotechnical earthquake engineering prentice Hall, Inc., Upper Saddle River, New Jersey, USA
18.
Zurück zum Zitat Dobry R, Idriss IM, Ng E (1978) Duration characteristics of horizontal components of strong-motion earthquake records. Bull Seismol Soc Am 68(5):1487–1520 Dobry R, Idriss IM, Ng E (1978) Duration characteristics of horizontal components of strong-motion earthquake records. Bull Seismol Soc Am 68(5):1487–1520
19.
Zurück zum Zitat Arias A (1970) A measure of earthquake intensity. Massachusetts Inst. of Tech., Cambridge. Univ. of Chile, Santiago de Chile Arias A (1970) A measure of earthquake intensity. Massachusetts Inst. of Tech., Cambridge. Univ. of Chile, Santiago de Chile
20.
Zurück zum Zitat Park Y, Ang AH, Wen YK (1985) Seismic damage analysis of reinforced concrete buildings. J Struct Eng 111(4):740–757CrossRef Park Y, Ang AH, Wen YK (1985) Seismic damage analysis of reinforced concrete buildings. J Struct Eng 111(4):740–757CrossRef
21.
Zurück zum Zitat Benjamin JR (1988) A criterion for determining exceedance of the operating basis earthquake. Report EPRI NP-5930, Electrical Power Research Institute, Palo Alto, California Benjamin JR (1988) A criterion for determining exceedance of the operating basis earthquake. Report EPRI NP-5930, Electrical Power Research Institute, Palo Alto, California
22.
Zurück zum Zitat Housner GW (1952) Spectrum intensities of strong-motion earthquakes. In: Symposium on earthquake and blast effects on structures, Los Angeles, California, USA, pp 20–36 Housner GW (1952) Spectrum intensities of strong-motion earthquakes. In: Symposium on earthquake and blast effects on structures, Los Angeles, California, USA, pp 20–36
23.
Zurück zum Zitat Thun JL (1988) Earthquake ground motions for design and analysis of dams. Earthquake Eng Soil Dynam II-Recent Adv Ground-Motion Eval Thun JL (1988) Earthquake ground motions for design and analysis of dams. Earthquake Eng Soil Dynam II-Recent Adv Ground-Motion Eval
24.
Zurück zum Zitat Nuttli OW (1979) The relation of sustained maximum ground acceleration and velocity to earthquake intensity and magnitude. Report 16, Misc. Paper S-73-1, US Army Waterways Experimental Station, Vicksburg, Mississippi Nuttli OW (1979) The relation of sustained maximum ground acceleration and velocity to earthquake intensity and magnitude. Report 16, Misc. Paper S-73-1, US Army Waterways Experimental Station, Vicksburg, Mississippi
25.
Zurück zum Zitat Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records, and nonlinear responses. Earthq Spectra 14(3):469–500CrossRef Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records, and nonlinear responses. Earthq Spectra 14(3):469–500CrossRef
26.
Zurück zum Zitat Sarma SK, Yang KS (1987) An evaluation of strong motion records and a new parameter A95. Earthquake Eng Struct Dynam 15(1):119–132CrossRef Sarma SK, Yang KS (1987) An evaluation of strong motion records and a new parameter A95. Earthquake Eng Struct Dynam 15(1):119–132CrossRef
27.
Zurück zum Zitat Rathje EM, Norman AA, Bray J (1998) Simplified frequency content estimates of earthquake ground motions. J Geotech Geoenvironmental Eng 124(2) Rathje EM, Norman AA, Bray J (1998) Simplified frequency content estimates of earthquake ground motions. J Geotech Geoenvironmental Eng 124(2)
Metadaten
Titel
Correlation Analysis Between Seismic Response of Primary Auxiliary Building and Ground Motion Intensity Measures
verfasst von
Thanh-Tung Thi Nguyen
Van-Long Phan
Duy-Duan Nguyen
Copyright-Jahr
2024
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-99-9502-8_19