Analytical Model Tracing Deformations In Multistorey Large Timber Panel Building

Jarosław Malesza , Czesław Miedziałowski , Leonas Ustinovicius


This paper deals with the deformation characteristics of wood-framed residential, small commercial and hotel buildings with sheathing. Recent building structures are based on large panel or modular technology, where elements in the form of diaphragms or modules are constructed in an industrial plant and then transported to the site for assembly. The document presents diagrams of building assembly and technologies for realization. The significant influence of excessive vertical deformations in multistorey wood-framed buildings on their performance and serviceability is underlined. These deformations are caused by different factors which are identified and analytically described. The paper outlines the analytically complex model for the evaluation and control of deformations in the design, construction and exploitation of multistorey wood-framed buildings. An example of the application of the proposed analytical model at the design stage concludes the paper.
Author Jarosław Malesza (FCEE / DGSM)
Jarosław Malesza,,
- Department of Geotechnics and Structural Mechanics
, Czesław Miedziałowski (FCEE / DGSM)
Czesław Miedziałowski,,
- Department of Geotechnics and Structural Mechanics
, Leonas Ustinovicius (FEM / ICCEEILSS)
Leonas Ustinovicius,,
- International Chineese and Central-Eastern European Institute of Logistics and Service Sciences
Journal seriesJournal of Civil Engineering and Management, ISSN 1392-3730, e-ISSN 1822-3605, (N/A 70 pkt)
Issue year2019
Publication size in sheets0.5
Keywords in Englishmultistorey wood-framed building, prefabrication, shrinkage, vertical deformation, analytical model
ASJC Classification1408 Strategy and Management; 2205 Civil and Structural Engineering
Internal identifierROC 19-20
Languageen angielski
Score (nominal)70
Score sourcejournalList
ScoreMinisterial score = 70.0, 12-02-2020, ArticleFromJournal
Publication indicators Scopus SNIP (Source Normalised Impact per Paper): 2018 = 0.895; WoS Impact Factor: 2018 = 2.029 (2) - 2018=1.809 (5)
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