Identification of varying modal parameters of a tall building from the full-scale wind-induced responses-Reference-Cited by-同舟云学术

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Identification of varying modal parameters of a tall building from the full-scale wind-induced responses

Published:2023-10 Issue: Volume:56 Page:104770
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Gonzalez-Fernandez Daniel^ORCID,De Risi Raffaele,Rezgui Djamel^ORCID,Macdonald John H.G.,Margnelli Alessandro,Titurus Branislav^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference47 articles.

1. Arakawa, T. and Yamamoto, K. (2004), “Frequencies and damping ratios of a high-rise building based on microtremor measurement.” 13th World Conf. on Earthquake Engineering, Vancouver, Canada.

2. Field observations on modal properties of two tall buildings under strong wind;Au;J Wind Eng Ind Aerodyn,2012

3. Operational modal analysis and finite element model updating of a 230 m tall tower;Avci;Structures,2022

4. Full-scale performance evaluation of tall buildings under wind;Bashor;J Wind Eng Ind Aerodyn,2012

5. First mode damping ratios for buildings;Bernal;J Earthquake Spectra,2015

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Output-only identification of time-varying structural modal parameters under thermal environment;Structures;2024-05

2. Uncertainty in the dynamic properties of tall buildings and propagation to the wind‐induced response;The Structural Design of Tall and Special Buildings;2024-03-19

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