FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W14054382> ?p ?o ?g. }

• W14054382 abstract "The history of timber buildings in Sweden entered a new era when the authorities decided to lift the ban on constructing more than two-storey timber buildings in Sweden. This change in legislations has contributed to the emergence of timber construction during the last decade. The Cross Laminated Timber (CLT) has become recognized as a new technology that used correctly in construction gives strong and reliable structures. The building material is gaining more credit day by day mainly due to the stiffness and strength it proved throughout the tests in projects where it was used. One of the projects that used CLT as load bearing elements was Limnologen in the city of Vaxjo 500 kilometres south of Stockholm. In this project, a system of CLT floors as well as CLT walls has been used. One of the challenges related to medium-rise timber buildings in general is to calculate and take account of the vertical displacement of the whole building. The sources for the displacements are instantaneous elastic as well as time dependent. In this thesis we are introducing two evaluation methods for the vertical displacements in Limnologen. The first is the experimentally measured vertical displacement that was performed by a group of researchers from Vaxjo University, and the second is a Finite Element Model simulating the vertical displacement according to the factors and parameters thought to be important to be included in the modelling. The output of the simulation was to be compared with the experimentally obtained values. Simulation is an important way to predict the vertical displacement in future CLT buildings. All modelling were done using the finite element software Abaqus. The Abaqus model of the Limnologen building consists of six wall elements from six storeys. The modelled wall elements are the wall elements that the vertical displacement devices were installed on. The reason for this is to get a better picture of how the results from the model would yield in comparison to the site measurements. The floor itself and the sylodyn used in the interface between wall and floor were also modelled. The data collected from the site were processed in the software Matlab. Several graphs were attained out of the data processing. The most important graph is the one that include both the total relative displacement and the equivalent moisture content in the CLT. The equivalent moisture content was calculated from the measured temperature and relative humidity. In this thesis it is concluded that a simulation can accomplish an acceptable reliability with respect to the vertical displacements. The shrinkage factor has played a vital role in simulation of the displacements. The maximum displacement obtained from the measurements was 21 mm while the maximum displacement gained from the simulation based on three different assumptions was 35 mm, 33 mm, and 17 mm respectively with the similar displacement pattern. The difference in the results can partly be explained by the assumptions used for the equivalent moisture content and local coordinate system of the CLT layers. In the simulation the moisture content was assumed to be equal over each layer of the CLT-panel. The first two assumptions were formulated due to the amphibolous grain of the middle layer of the CLT-panel which was considered having effect on the vertical displacement. The third assumption was formulated due to the glue layer between the wood layers of the CLT-panel which was considered having effect on preventing moisture diffuse from one layer to another layer. In reality it is questionable if the moisture content is varied in the different layers of the CLT-panel. The diffusion of the moisture content hasn't been taken into account." @default.
• W14054382 created "2016-06-24" @default.
• W14054382 creator A5005677638 @default.
• W14054382 creator A5008894116 @default.
• W14054382 creator A5029784848 @default.
• W14054382 date "2009-01-01" @default.
• W14054382 modified "2023-09-27" @default.
• W14054382 title "Vertical Displacements in a Medium-rise Timber Building : Limnologen in Växjö, Sweden" @default.
• W14054382 cites W102847143 @default.
• W14054382 cites W108223824 @default.
• W14054382 cites W1597826792 @default.
• W14054382 cites W1601464555 @default.
• W14054382 cites W165332728 @default.
• W14054382 cites W1995269892 @default.
• W14054382 cites W2009437438 @default.
• W14054382 cites W2078759937 @default.
• W14054382 cites W2113439858 @default.
• W14054382 cites W2480349243 @default.
• W14054382 cites W2487560281 @default.
• W14054382 cites W2952193593 @default.
• W14054382 cites W3033473914 @default.
• W14054382 cites W575756197 @default.
• W14054382 cites W616906889 @default.
• W14054382 cites W1481128189 @default.
• W14054382 hasPublicationYear "2009" @default.
• W14054382 type Work @default.
• W14054382 sameAs 14054382 @default.
• W14054382 citedByCount "1" @default.
• W14054382 crossrefType "journal-article" @default.
• W14054382 hasAuthorship W14054382A5005677638 @default.
• W14054382 hasAuthorship W14054382A5008894116 @default.
• W14054382 hasAuthorship W14054382A5029784848 @default.
• W14054382 hasConcept C107551265 @default.
• W14054382 hasConcept C124101348 @default.
• W14054382 hasConcept C127413603 @default.
• W14054382 hasConcept C135628077 @default.
• W14054382 hasConcept C139002025 @default.
• W14054382 hasConcept C147176958 @default.
• W14054382 hasConcept C15744967 @default.
• W14054382 hasConcept C2778529468 @default.
• W14054382 hasConcept C2779372316 @default.
• W14054382 hasConcept C2780759522 @default.
• W14054382 hasConcept C41008148 @default.
• W14054382 hasConcept C542102704 @default.
• W14054382 hasConcept C66938386 @default.
• W14054382 hasConceptScore W14054382C107551265 @default.
• W14054382 hasConceptScore W14054382C124101348 @default.
• W14054382 hasConceptScore W14054382C127413603 @default.
• W14054382 hasConceptScore W14054382C135628077 @default.
• W14054382 hasConceptScore W14054382C139002025 @default.
• W14054382 hasConceptScore W14054382C147176958 @default.
• W14054382 hasConceptScore W14054382C15744967 @default.
• W14054382 hasConceptScore W14054382C2778529468 @default.
• W14054382 hasConceptScore W14054382C2779372316 @default.
• W14054382 hasConceptScore W14054382C2780759522 @default.
• W14054382 hasConceptScore W14054382C41008148 @default.
• W14054382 hasConceptScore W14054382C542102704 @default.
• W14054382 hasConceptScore W14054382C66938386 @default.
• W14054382 hasLocation W140543821 @default.
• W14054382 hasOpenAccess W14054382 @default.
• W14054382 hasPrimaryLocation W140543821 @default.
• W14054382 hasRelatedWork W1811937130 @default.
• W14054382 hasRelatedWork W1968641005 @default.
• W14054382 hasRelatedWork W1973138734 @default.
• W14054382 hasRelatedWork W1978205146 @default.
• W14054382 hasRelatedWork W2037517379 @default.
• W14054382 hasRelatedWork W2060395337 @default.
• W14054382 hasRelatedWork W2077768487 @default.
• W14054382 hasRelatedWork W2186188260 @default.
• W14054382 hasRelatedWork W2338000151 @default.
• W14054382 hasRelatedWork W2372643650 @default.
• W14054382 hasRelatedWork W2512541125 @default.
• W14054382 hasRelatedWork W2761482492 @default.
• W14054382 hasRelatedWork W2784846130 @default.
• W14054382 hasRelatedWork W2957672844 @default.
• W14054382 hasRelatedWork W2970052227 @default.
• W14054382 hasRelatedWork W3038004342 @default.
• W14054382 hasRelatedWork W3148412492 @default.
• W14054382 hasRelatedWork W594519165 @default.
• W14054382 hasRelatedWork W781216496 @default.
• W14054382 hasRelatedWork W804013917 @default.
• W14054382 isParatext "false" @default.
• W14054382 isRetracted "false" @default.
• W14054382 magId "14054382" @default.
• W14054382 workType "article" @default.