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Analiza odzivnog spektra

Analiza odzivnog spektra je linearna modalna metoda za procenu sila i pomeranja izazvanih zemljotresom u konstrukcijama. Uveden od strane Housnera 1941. godine, ovaj pristup koristi projektne spektre koji predstavljaju maksimalni odziv oscilatora sa jednim stepenom slobode na različitim prirodnim frekvencijama za izračunavanje konstrukcijskog odziva kombinovanjem modalnih doprinosa.

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Izvori

  1. 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
  2. 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
  3. ASCE/SEI (2010). Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-10). American Society of Civil Engineers. link

Kako citirati ovu stranicu

ScholarGate. (2026, June 3). Response Spectrum Analysis for Earthquake Design. ScholarGate. https://scholargate.app/sr/civil-engineering/response-spectrum-analysis

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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.

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Citirana u

ScholarGateResponse Spectrum Analysis (Response Spectrum Analysis for Earthquake Design). Preuzeto 2026-06-15 sa https://scholargate.app/sr/civil-engineering/response-spectrum-analysis · Skup podataka: https://doi.org/10.5281/zenodo.20539026