A frequency‐domain noniterative algorithm for structural parameter identification of shear buildings subjected to frequent earthquakes-Reference-Cited by-同舟云学术

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A frequency‐domain noniterative algorithm for structural parameter identification of shear buildings subjected to frequent earthquakes

Published:2019-09-19 Issue:6 Volume:35 Page:615-627
ISSN:1093-9687
Container-title:Computer-Aided Civil and Infrastructure Engineering
language:en
Short-container-title:Computer‐Aided Civil and Infrastructure Engineering

Author:

Zhang Jingyao¹,Aoki Takayoshi²

Affiliation:

1. Department of Architecture and Architectural EngineeringKyoto University Nishikyo‐ku Kyoto Japan

2. Graduate School of Design and ArchitectureNagoya City University Nagoya Aichi Japan

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1111/mice.12502

Reference44 articles.

1. A new music-empirical wavelet transform methodology for time–frequency analysis of noisy nonlinear and non-stationary signals

2. Synchrosqueezed wavelet transform-fractality model for locating, detecting, and quantifying damage in smart highrise building structures

3. A novel methodology for modal parameters identification of large smart structures using MUSIC, empirical wavelet transform, and Hilbert transform

4. Identification of Viscous Damping in Structures From Modal Information

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