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Determination of Wood Moisture Properties Using a CT-Scanner in a Controlled High-Temperature Environment 被引量:2
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作者 Lars Hansson Ekaterina Cherepanova 《Journal of Civil Engineering and Architecture》 2012年第3期372-378,共7页
Theaim of the present work wasto analyze moisture flow and moisture content data for high-temperature drying by usingan advanced image- processing algorithm.Since wood starts to shrink below the fibre saturation point... Theaim of the present work wasto analyze moisture flow and moisture content data for high-temperature drying by usingan advanced image- processing algorithm.Since wood starts to shrink below the fibre saturation point during drying, the size and shape of wood will change. The dry wood image was thoroughly transformed to the shape of the wet wood image prior to calculating the dry weight moisture content. The use of the image- processing algorithm for the dry weight moisture content on density data from the CT-scanning during drying in a controlled high-temperature environment showed that this method is a powerful tool for analyzing the moisture flow inside the wood piece. Furthermore, the new CT-scanner together with the climate chamber gave unique results, as it has not been possible to study high-temperature drying with this method before. 展开更多
关键词 CT-scanning fibre saturation point high-temperature drying image analysis moisture content wood drying.
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Modeling of shear walls using finite shear connector elements based on continuum plasticity
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作者 Ulf Arne GIRHAMMAR Per Johan GUSTAFSSON Bo KALLSNER 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2017年第2期143-157,共15页
Light-frame timber buildings are often stabilized against lateral loads by using diaphragm action of roofs, floors and walls. The mechanical behavior of the sheathing-to-framing joints has a significant impact on the ... Light-frame timber buildings are often stabilized against lateral loads by using diaphragm action of roofs, floors and walls. The mechanical behavior of the sheathing-to-framing joints has a significant impact on the structural performance of shear walls. Most sheathing-to-framing joints show nonlinear load-displacement characteristics with plastic behavior. This paper is focused on the finite element modeling of shear walls. The purpose is to present a new shear connector element based on the theory of continuum plasticity. The incremental load-displacement relationship is derived based on the elastic-plastic stiffness tensor including the elastic stiffness tensor, the plastic modulus, a function representing the yield criterion and a hardening rule, and function representing the plastic potential. The plastic properties are determined from experimental results obtained from testing actual connections. Load-displacement curves for shear walls are calculated using the shear connector model and they are compared with experimental and other computational results. Also, the ultimate horizontal load-carrying capacity is compared to results obtained by an analytical plastic design method. Good agreements are found. 展开更多
关键词 shear walls wall diaphragms finite element modelling plastic shear connector analytical modelling exoerimental comoarison
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From file to factory: Innovative design solutions for multi-storey timber buildings applied to project Zembla in Kalmar, Sweden 被引量:1
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作者 Alex Kaiser Magnus Larsson Ulf Arne Girhammar 《Frontiers of Architectural Research》 CSCD 2019年第1期1-16,共16页
A "file-to-factory" process of computer technology is a way to both maximise efficiency throughout the building process, in crease a buildi ng's performance, and be able to add interesting architectural ... A "file-to-factory" process of computer technology is a way to both maximise efficiency throughout the building process, in crease a buildi ng's performance, and be able to add interesting architectural possibilities throughout the design phase. The authors investigate a novel approach that produces a set of building trajectories rather than a set of buildings, yet yields a series of build-able examples of those trajectories. This paper evaluates how this series of stacked multi-storey timber buildings can be both incorporated within a file-to-factory process, and give rise to creating new innovative solutions throughout the entire design and manufacturing process. This process is applied to a real Swedish project called Zembla. It redefines the notion of sprawl, turning it into a progressive tactics for linking the dty fabric to rural areas. It is a postsustainable file-to-factory-produced timber ground-scraper;soaring above ground and water, suggesting a new way of making city-sized buildings for the future. A plug-in grid-shell structure is designed to contain a minimal amount of timber elements, beams make up the lattice, cross-laminated panels add structural support, surfaces come together to form the living capsules. Having the structure undulate across the topography and touching the ground in as few places as possible uses the dichotomy between landscape and urbanism, bringing the city to the people living in less densified areas. Each living unit is customised to its topological conditions within the grid. 展开更多
关键词 Multi-storey timber BUILDINGS File-to-factory Modular systems Grid SHELLS SLOTTING Living CAPSULES
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