Theoretical studies of tall timber buildings subjected to service-level wind loads
OPEN ACCESS
Loading...
Author / Producer
Date
2021
Publication Type
Conference Paper
ETH Bibliography
yes
Citations
Altmetric
OPEN ACCESS
Data
Rights / License
Abstract
Wind-induced vibrations is one of the main design considerations for tall timber buildings due to their flexibility and lightweight nature. Some approaches to solve this problem are the addition of extensive bracing elements, the introduction of semi-rigid connections or the addition of extra mass. In this paper, the response of planar moment-resisting skeleton frames and braced frames with diagonal elements is calculated, and a comparison of peak accelerations between the gust factor approach and a dynamic time-history approach is performed.
Permanent link
Publication status
published
External links
Editor
Book title
World Conference on Timber Engineering (WCTE 2021)
Journal / series
Volume
Pages / Article No.
1964 - 1969
Publisher
Curran
Event
2021 World Conference on Timber Engineering (WCTE 2021)
Edition / version
Methods
Software
Geographic location
Date collected
Date created
Subject
Wind-induced vibrations; Tall timber buildings; Moment-resisting frames; Braced frames
Organisational unit
08809 - Frangi, Andrea (Tit.-Prof.)