A Comparative Study of Response and Fourier Spectral Ratios on Classifying Sites

Livaoğlu, Hamdullah; Şentürk, Erman; Sertçelik, Fadime

doi:10.1007/s00024-021-02722-1

Cited by 7 publications

(1 citation statement)

References 31 publications

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“…According to Eq. ( 1), the transfer function of the structure can be obtained by the ratio of Fourier spectrum [4] amplitudes of the reaction (output) and excitation (input) of the structure, expressed as follows:…”

Section: Transfer Functionmentioning

confidence: 99%

Prediction of structural dynamic response based on transfer function

Wei¹,

Dong²,

Tian³

2022

Vib. proced.

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The dynamic response of structures under strong ground motion is a crucial information to study and analyze the seismic performance of structures. The dynamic response of the structure to earthquake action is an important foundation for analyzing and evaluating the structure’s seismic performance. For structures having design information, finite element numerical simulation can be calculated to assess the target building’s structural dynamic response. However, because a finite element model cannot be established for a structure without detailed design information, the dynamic response of the structure cannot be calculated by finite element numerical simulation. Therefore, this paper will develop a structural response prediction model based on the transfer function and use the prediction model to determine the structure’s dynamic reaction. The obtained structural reaction prediction values are equivalent to the numerical simulation estimates, according to the prediction results. The purpose of this paper is to present a new analytical method for assessing the structural response of buildings in the lack of design data.

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Section: Transfer Functionmentioning

confidence: 99%