Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF)-Reference-Cited by-同舟云学术

Automatic evaluation of the fundamental frequency variations and related damping factor of reinforced concrete framed structures using the Short Time Impulse Response Function (STIRF)

Published:2015-01 Issue: Volume:82 Page:104-112
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ditommaso R.,Ponzo F.C.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. On multiplicative transfer function approximation in the short-time fourier transform domain;Avargel;IEEE Signal Process Lett,2007

2. Seismic input motion determined from a surface-downhole pair of sensors: a constrained deconvolution approach;Bindi;Bull Seismol Soc Am,2010

3. Monitoring of structural systems by using frequency data;Capecchi;Earthquake Eng Struct Dyn,1999

4. Evaluating structural deterioration by dynamic response;Chen;J Struct Eng,1995

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