Resonansspektrumanalyse
Resonansspektrumanalyse er en lineær modal metode til estimering af jordskælvsinducerede kræfter og forskydninger i konstruktioner. Denne tilgang, introduceret af Housner i 1941, anvender designspektre, der repræsenterer den maksimale respons fra enkeltfrihedsgrad oscillatorer ved forskellige naturlige frekvenser, til at beregne konstruktionens respons ved at kombinere modale bidrag.
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Method map
The neighbourhood of related methods — select a node to explore.
Kilder
- Housner, G. W. (1941). Calculating the response of an oscillator to arbitrary ground motion. Bulletin of the Seismological Society of America, 32(2), 143-149. link ↗
- Newmark, N. M., & Hall, W. J. (1969). Seismic design criteria for nuclear reactor facilities. Building Science Series, National Bureau of Standards, Report NSB-46. link ↗
- ASCE/SEI (2010). Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10). American Society of Civil Engineers. link ↗
Sådan citerer du denne side
ScholarGate. (2026, June 3). Response Spectrum Analysis for Earthquake Design. ScholarGate. https://scholargate.app/da/civil-engineering/response-spectrum-analysis
Which method?
Set this method beside its closest kin and read them side by side — the library lays the books on the table; the choice is yours.
- Ækvivalent statisk analyseByggeteknik↔ compare
- Inkrementel dynamisk analyseByggeteknik↔ compare
- Ikke-lineær tids-respons analyseByggeteknik↔ compare
- Pushover-analyseByggeteknik↔ compare
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