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Sensitivity Analysis of SDOF Structure Parameters on Damage Ratio Coefficient (CROSBI ID 536152)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Hadzima-Nyarko, Marijana ; Nyarko, Emmanuel Karlo ; Morić, Dragan Sensitivity Analysis of SDOF Structure Parameters on Damage Ratio Coefficient // 14 World Conference on Earthquake Engineering. Peking, 2008

Podaci o odgovornosti

Hadzima-Nyarko, Marijana ; Nyarko, Emmanuel Karlo ; Morić, Dragan

engleski

Sensitivity Analysis of SDOF Structure Parameters on Damage Ratio Coefficient

The structure response parameters (natural period, elastic base shear capacity, post-elastic stiffness and damping) of an SDOF model are obtained by analysing a large number of non-linear numeric structure responses using earthquakes of different intensities as load input. An MLP neural network is used to model the relationship between the structure response parameters of the SDOF model and the damage ratio coefficient. A sensitivity analysis procedure is perfomed using the trained neural network to determine the influence of the individual structure response parameters on the damage level of a structure based upon an earthquake.

sensitivity analysis; structure response parameters; damage ratio; SDOF model; neural network

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Podaci o prilogu

2008.

objavljeno

Podaci o matičnoj publikaciji

14 World Conference on Earthquake Engineering

Peking:

Podaci o skupu

14th World Conference on Earthquake Engineering

predavanje

12.10.2008-17.10.2008

Peking, Kina

Povezanost rada

Građevinarstvo, Računarstvo

Poveznice