Frequency‐independent hysteretic dampers for mitigating wind‐induced vibrations of tall buildings-Reference-Cited by-同舟云学术

Frequency‐independent hysteretic dampers for mitigating wind‐induced vibrations of tall buildings

Published:2019-02-20 Issue:5 Volume:26 Page:e2341
ISSN:1545-2255
Container-title:Structural Control and Health Monitoring
language:en
Short-container-title:Struct Control Health Monit

Author:

Ali Ausama Mohamed¹,Alexander Jame¹^ORCID,Ray Tathagata¹^ORCID

Affiliation:

1. Department of Civil EngineeringNew Mexico State University Las Cruces New Mexico USA

Publisher

Wiley

Subject

Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stc.2341

Reference78 articles.

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2. Human response to wind‐induced motion of buildings;Hansen RJ;J Struct Div,1973

3. Perception of vibration and occupant comfort in wind-excited tall buildings

4. Tuned mass dampers for buildings;McNamara RJ;J Struct Div,1977

5. PetersonN.Design of large scale tuned mass dampers. Paper presented at: Proc. IUTAM Symp. on Struct. Control 1979; Univ. of Waterloo Ontario Canada.

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