Finite Element Modelling Results of High-Rise Timber Buildings
Dynamic Modal Analysis
Document identifier: oai:DiVA.org:ltu-77064
Keyword: Engineering and Technology,
Civil Engineering,
Building Technologies,
Teknik och teknologier,
Samhällsbyggnadsteknik,
Husbyggnad,
Cross laminated timber,
Wind-induced vibration,
Modal analysis,
Floor plan,
Openings,
Byggproduktion och teknik,
Construction Management and Building TechnologyPublication year: 2019Relevant Sustainable Development Goals (SDGs):
The SDG label(s) above have been assigned by OSDG.aiAbstract: Tall timber buildings are built around the world and the development is moving forward. Tall timber buildings are sensitive to wind-induced vibration and can cause discomfort for humans. In this report is the results from a dynamic analysis preformed on a cross-laminated buildings system presented. Size and placement of openings and floor plans have been investigated using finite element analysis and dynamic modal analyses. The results show that asymmetric placement of openings and asymmetric floor plans may affect the dynamic behaviour of tall timber buildings. Asymmetry can cause modes with a tendency to rotate and even diagonal modes. Timber buildings may have problem to fulfil the comfort criteria already at a slenderness of 1.5-2.1.
Authors
Ida Edskär
Luleå tekniska universitet; Industriellt och hållbart byggande
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header:
identifier: oai:DiVA.org:ltu-77064
datestamp: 2021-04-19T12:41:36Z
setSpec: SwePub-ltu
metadata:
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version: 3.7
recordInfo:
recordContentSource: ltu
recordCreationDate: 2019-12-04
identifier:
978-91-7790-519-6
http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-77064
titleInfo:
@attributes:
lang: eng
title: Finite Element Modelling Results of High-Rise Timber Buildings
subTitle: Dynamic Modal Analysis
abstract: Tall timber buildings are built around the world and the development is moving forward. Tall timber buildings are sensitive to wind-induced vibration and can cause discomfort for humans. In this report is the results from a dynamic analysis preformed on a cross-laminated buildings system presented. Size and placement of openings and floor plans have been investigated using finite element analysis and dynamic modal analyses. The results show that asymmetric placement of openings and asymmetric floor plans may affect the dynamic behaviour of tall timber buildings. Asymmetry can cause modes with a tendency to rotate and even diagonal modes. Timber buildings may have problem to fulfil the comfort criteria already at a slenderness of 1.5-2.1.
subject:
@attributes:
lang: eng
authority: uka.se
topic:
Engineering and Technology
Civil Engineering
Building Technologies
@attributes:
lang: swe
authority: uka.se
topic:
Teknik och teknologier
Samhällsbyggnadsteknik
Husbyggnad
@attributes:
lang: eng
topic: cross laminated timber
@attributes:
lang: eng
topic: wind-induced vibration
@attributes:
lang: eng
topic: modal analysis
@attributes:
lang: eng
topic: floor plan
@attributes:
lang: eng
topic: openings
@attributes:
lang: swe
authority: ltu
topic: Byggproduktion och teknik
genre: Research subject
@attributes:
lang: eng
authority: ltu
topic: Construction Management and Building Technology
genre: Research subject
language:
languageTerm: eng
genre:
publication/report
vet
note:
Published
1
name:
@attributes:
type: personal
authority: ltu
namePart:
Edskär
Ida
role:
roleTerm: aut
affiliation:
Luleå tekniska universitet
Industriellt och hållbart byggande
nameIdentifier:
idanas
0000-0002-0675-6875
originInfo:
dateIssued: 2019
publisher: Luleå University of Technology
place:
placeTerm: Luleå
relatedItem:
@attributes:
type: series
titleInfo:
title: Teknisk rapport / Luleå tekniska universitet
identifier: 1402-1536
location:
url: http://ltu.diva-portal.org/smash/get/diva2:1375132/FULLTEXT02.pdf
accessCondition: gratis
physicalDescription:
form: electronic
extent: 25s.
typeOfResource: text