The Wood‐framed With Sheathing Buildings ‐ Alternative for Housing Construction

Malesza, Mikołaj; Miedziałowski, Cz.

doi:10.3846/13923730.2006.9636386

Cited by 5 publications

(13 citation statements)

References 2 publications

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“…of wall diaphragms reflecting deformable supporting system received from experimental tests of different form and geometry wood-framed wall panels (Malesza, Miedzialowski 2006;Malesza et al 2004).…”

Section: Adopted Models and Analytical Studymentioning

confidence: 99%

“…The contribution of the paper is evaluation on the base of tests on natural scale building how the reliably used analytical models of varying precision (1D, 2D, 3D) are describing static behaviour of this type building structure. In the presented document has been used author's numerical model 3D of analysis, which was earlier described in the Journal of Civil Engineering and Management (Malesza, Miedzialowski 2006). That model allows for analysis of particular structure assemblies including connections and fasteners as well as it leads to assign the mostly stressed structural elements also in the post elastic range.…”

Section: Introductionmentioning

confidence: 99%

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Tests on full-scale and static analysis models of the wood-framed building stucture horizontaly loaded

Malesza

Miedziałowski

Ustinovichius

2017

Journal of Civil Engineering and Management

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This paper focuses on development of the high energy saving timber building and ecological technology protecting environment in civil engineering. Wood framed with sheathing, large panel structures became more popular building constructions in Poland last decade. Experimental tests and numerical analysis of panels and complete wood framed building have been taken into account. Typical two-story residential building was selected for test. Test of three dimensional (3D) whole building was conducted on the base of experimental investigations results of large panel similar to those used in building structure. Also adequate tests of materials and connections were accompanying of the whole structure investigations. Obtained results were adopted in numerical models elaborated for wall and floor panels and in 3D model of whole building. Load -displacements characteristics were acquired from tests and numerical models. The displacements computed from 3D numerical model were 10–20% higher than from experiment. Experimentally ob-tained lower displacements than those from analytical analysis are resulted from higher stiffness of wall system due to diaphragms interconnections, their common interaction and three-dimensional character of building structure. Presented research analyzed method of computation of internal forces in building as well in the range of engineering methods in the form of rigid beam scheme up to the advanced methods using 3D spatial model adopting FEM.

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Section: Adopted Models and Analytical Studymentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

Tests on full-scale and static analysis models of the wood-framed building stucture horizontaly loaded

Malesza

Miedziałowski

Ustinovichius

2017

Journal of Civil Engineering and Management

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“…Two prevailing prefabrication technologies, 2D plain large panels and 3D modular systems [16][17][18], are prominent in constructing wood-framed buildings. These elements offer excellent thermal performance [19].…”

Section: Introductionmentioning

confidence: 99%

“…The construction industry is shifting toward sustainable practices, notably in woodframed buildings. Prefabricated wood-framed houses have gained traction due to benefits such as time and cost savings, rhythmic production, and enhanced structural reliability [17,28]. The current trends in wood-framed building construction rely on industrially constructed component units, with mass timber, particularly cross-laminated timber, as a standout choice for multifamily residential and commercial multi-story buildings (Figures 2 and 3) [21].…”

Section: Introductionmentioning

confidence: 99%

Section: Introductionmentioning

confidence: 99%

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Implementation of Wood-Framed Buildings in the Nordic Region: A MADAMOS (an Integrated Multi-Criteria Decision-Making Approach for Profitable Realization Alternatives) Method

Ustinovichius,

Turskis,

Miedziałowski

et al. 2024

Buildings

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This study optimizes the sustainable implementation of light wood-framed buildings in the Nordic region using multi-criteria decision-making. Integrating prefabrication, transportation logistics, and multi-criteria decision-making (MCDM) methods enhances cost efficiency, time savings, and quality assurance. Significant international and local impact promotes sustainable construction practices. Strong promotion fosters industry-wide adoption. The presented framework enables stakeholders to make informed decisions, enhancing the efficiency and effectiveness of building implementation processes and fostering sustainable development in the construction industry.

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Possible Defects in Wood, Wood Parameters Variability and Some of Its Influence on Quality of Building Structure

Malesza

2015

Engineering Structures and Technologies

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To cite this article: Jaroslaw Malesza (2015) Possible defects in wood, wood parameters variability and some of its influence on quality of building structure, Engineering Structures and Technologies, 7:2, 67-80, Abstract. Paper specifies the wood-framed with sheathing construction including phases of realization and exploitation. Methods of investigation based on practice and theory has been employed where practical identification of processes and their phases were presented with theoretical description of structure deformation within the exploitation period. Obtained results of investigations are presented in the form of technologic and mechanic of structure diagrams for buildings with adequate algorithms of analysis. Paper presents practical systematic of construction stages, technological problems and hazards in respect of loading and construction technology with method of computation of vertical deformations of building. Paper presents evaluation of contribution of wood defects in response to loading in the wood-framed residential building in exploitation process. Location of knots, allocation of pith in the elements cross section, defects of slope of grain and influence of moisture decreasing is examined in the paper. The wood-framed with sheathing in the form of large panel or modular three dimensional 3D elements are the most often used technology. This kind of buildings are actually constructed up to four story as a multifamily or varying universal buildings like school, kid-garden or offices. Low dead load from 0.30 to 1.00 kN/m 2 and its favorable proportion to the live load increase energy saving factor in realization and within the exploitation time. Low own weight of structure enables complete prefabrication of wall, floor and roof panels, improving quality of construction and shortening time of construction. Process of prefabrication, wide assortment and variety of factory production does not require time consuming processes and complicated moulds or shuttering indispensable in precast RC structural elements.

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The Wood‐framed With Sheathing Buildings ‐ Alternative for Housing Construction

Cited by 5 publications

References 2 publications

Tests on full-scale and static analysis models of the wood-framed building stucture horizontaly loaded

Tests on full-scale and static analysis models of the wood-framed building stucture horizontaly loaded

Implementation of Wood-Framed Buildings in the Nordic Region: A MADAMOS (an Integrated Multi-Criteria Decision-Making Approach for Profitable Realization Alternatives) Method

Possible Defects in Wood, Wood Parameters Variability and Some of Its Influence on Quality of Building Structure

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