Floor response spectra of a partially embedded seismically isolated nuclear plant
This paper deals with the effects of foundation embedment on the floor response spectra of big base isolated structures such as nuclear power plants. Analyses of a finite element model, representative of a real nuclear power plant, have been carried out. It has been demonstrated that, in agreement w...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Politopoulos, Ioannis [verfasserIn] |
|---|
| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2015 |
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| Schlagwörter: |
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| Umfang: |
5 |
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| Übergeordnetes Werk: |
Enthalten in: APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS - Park, Duk-Woo ELSEVIER, 2015, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:78 ; year:2015 ; pages:213-217 ; extent:5 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.soildyn.2015.06.017 |
|---|
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ELV023482575 |
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| 520 | |a This paper deals with the effects of foundation embedment on the floor response spectra of big base isolated structures such as nuclear power plants. Analyses of a finite element model, representative of a real nuclear power plant, have been carried out. It has been demonstrated that, in agreement with previous work, base rocking excitation, induced by soil–structure interaction, may amplify the non-isolated modes׳ response and thus it must not be overlooked. | ||
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10.1016/j.soildyn.2015.06.017 doi GBVA2015008000016.pica (DE-627)ELV023482575 (ELSEVIER)S0267-7261(15)00173-6 DE-627 ger DE-627 rakwb eng 630 640 550 630 DE-600 640 DE-600 550 DE-600 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Politopoulos, Ioannis verfasserin aut Floor response spectra of a partially embedded seismically isolated nuclear plant 2015 5 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper deals with the effects of foundation embedment on the floor response spectra of big base isolated structures such as nuclear power plants. Analyses of a finite element model, representative of a real nuclear power plant, have been carried out. It has been demonstrated that, in agreement with previous work, base rocking excitation, induced by soil–structure interaction, may amplify the non-isolated modes׳ response and thus it must not be overlooked. Seismic isolation Elsevier Soil–structure interaction Elsevier Floor response spectra Elsevier Rocking excitation Elsevier Sergis, Ion oth Wang, Fan oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:78 year:2015 pages:213-217 extent:5 https://doi.org/10.1016/j.soildyn.2015.06.017 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 78 2015 213-217 5 045F 630 |
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10.1016/j.soildyn.2015.06.017 doi GBVA2015008000016.pica (DE-627)ELV023482575 (ELSEVIER)S0267-7261(15)00173-6 DE-627 ger DE-627 rakwb eng 630 640 550 630 DE-600 640 DE-600 550 DE-600 610 VZ 600 690 VZ 51.00 bkl 51.32 bkl Politopoulos, Ioannis verfasserin aut Floor response spectra of a partially embedded seismically isolated nuclear plant 2015 5 nicht spezifiziert zzz rdacontent nicht spezifiziert z rdamedia nicht spezifiziert zu rdacarrier This paper deals with the effects of foundation embedment on the floor response spectra of big base isolated structures such as nuclear power plants. Analyses of a finite element model, representative of a real nuclear power plant, have been carried out. It has been demonstrated that, in agreement with previous work, base rocking excitation, induced by soil–structure interaction, may amplify the non-isolated modes׳ response and thus it must not be overlooked. Seismic isolation Elsevier Soil–structure interaction Elsevier Floor response spectra Elsevier Rocking excitation Elsevier Sergis, Ion oth Wang, Fan oth Enthalten in Elsevier Science Park, Duk-Woo ELSEVIER APPLICATION AND POTENTIAL CLINICAL EFFECTS OF NEW HYPERTENSION GUIDELINES ON INCIDENT CARDIOVASCULAR EVENTS 2015 Amsterdam [u.a.] (DE-627)ELV013066021 volume:78 year:2015 pages:213-217 extent:5 https://doi.org/10.1016/j.soildyn.2015.06.017 Volltext GBV_USEFLAG_U GBV_ELV SYSFLAG_U GBV_ILN_40 51.00 Werkstoffkunde: Allgemeines VZ 51.32 Werkstoffmechanik VZ AR 78 2015 213-217 5 045F 630 |
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Floor response spectra of a partially embedded seismically isolated nuclear plant |
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This paper deals with the effects of foundation embedment on the floor response spectra of big base isolated structures such as nuclear power plants. Analyses of a finite element model, representative of a real nuclear power plant, have been carried out. It has been demonstrated that, in agreement with previous work, base rocking excitation, induced by soil–structure interaction, may amplify the non-isolated modes׳ response and thus it must not be overlooked. |
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This paper deals with the effects of foundation embedment on the floor response spectra of big base isolated structures such as nuclear power plants. Analyses of a finite element model, representative of a real nuclear power plant, have been carried out. It has been demonstrated that, in agreement with previous work, base rocking excitation, induced by soil–structure interaction, may amplify the non-isolated modes׳ response and thus it must not be overlooked. |
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This paper deals with the effects of foundation embedment on the floor response spectra of big base isolated structures such as nuclear power plants. Analyses of a finite element model, representative of a real nuclear power plant, have been carried out. It has been demonstrated that, in agreement with previous work, base rocking excitation, induced by soil–structure interaction, may amplify the non-isolated modes׳ response and thus it must not be overlooked. |
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Floor response spectra of a partially embedded seismically isolated nuclear plant |
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10.1016/j.soildyn.2015.06.017 |
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2024-07-06T18:58:25.187Z |
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