دانلود کتاب Design of Integrally-Attached Timber Plate Structures

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Cover\nHalf Title\nTitle Page\nCopyright Page\nDedication\nContents\nForeword by Hanif Kara\nPreface\nAcknowledgments\n1. Digitalization in innovative and sustainable timber construction\n 1.1. Technological advancements in timber construction\n 1.2. Innovative timber construction in the architecture, engineering, and construction (AEC) sector\n 1.3. Sustainability aspects and transdisciplinary design methodology in advanced timber construction\n2. Structural design methodology in Integrally-Attached Timber Plate structures by Aryan Rezaei Rad and Petras Vestartas\n 2.1. Structural mechanics of wood-wood connections under different load situations\n 2.1.1. Semi-rigidity in wood-wood connections\n 2.1.2. Kinematics of wood-wood connections\n 2.2. Timber plate structures with wood-wood connections\n 2.3. Parametric geometry generation\n 2.3.1. NURBS discretization\n 2.3.2. Planarity\n 2.3.3. Existing joinery solver\n 2.3.4. Contribution to the existing joinery solvers\n 2.3.5. Description of an element for plate representation\n 2.3.6. Groups of minimal models – SortedList\n 2.3.7. Detection of joinery within a global timber plate model\n 2.3.8. Local connection model\n 2.3.9. Generating joints on connection zones\n 2.3.10. Polyline Boolean intersections\n 2.3.11. BRep Boolean intersections\n 2.3.12. Orienting and nesting and CNC tool-path\n 2.4. Mechanical studies: Timber plate structures with wood-wood connections\n 2.4.1. Tensile behavior\n 2.4.2. Edgewise behavior\n 2.4.3. Flatwise behavior\n 2.4.4. Flexural behavior\n 2.5. Experimental studies\n 2.5.1. Design parameters: Geometrical and material properties of the wood-wood connections\n 2.5.2. Test setup and associated instrumental of the wood-wood connection\n 2.5.3. Test procedure and loading protocol used for the wood-wood connections\n 2.5.4. Qualitative performance assessment of the wood-wood connections\n 2.5.5. Constitutive model and quantified performance assessment of the wood-wood connections\n 2.6. Kinematic of timber plates equipped with wood-wood connections\n 2.6.1. In-plane behavior of IATP components\n 2.6.1.1. Recognized degrees of freedom\n 2.6.1.2. Forces and deformations\n 2.6.1.3. Virtual work principle\n 2.6.1.4. In-plane stiffness\n 2.6.2. Out-of-plane behavior of IATP components\n 2.6.2.1. Recognized degrees of freedom\n 2.6.2.2. Forces and deformations, and virtual work principle\n 2.6.2.3. Out-of-plane stiffness\n 2.7. Numerical simulations and discussions\n 2.7.1. Analysis and design of IATP structures using shell-based finite element (FE) models\n 2.7.1.1. Modeling of orthotropic timber material\n 2.7.1.2. Timber plates\n 2.7.1.3. Mesh properties and modeling uncertainty\n 2.7.1.4. Simulation of through-tenon wood-wood connections\n 2.7.2. CAD-to-FE data exchange and transformation\n 2.7.3. Macroscopic models\n 2.7.3.1. Validation and discussions\n 2.7.4. CAD-to-Macrodata transformation\n 2.7.4.1. CAD-to-CAE macromodel exchange\n 2.7.4.2. CAD-to-CAE Exchange, module 1: Identification of perimeter polygons and associated indexing\n 2.7.4.3. CAD-to-CAE exchange, module 2: Identification of wood-wood connections and associated indexing\n 2.7.4.4. CAD-to-CAE exchange, module 3: Generation of the macromodel components\n 2.7.4.5. CAD-to-CAE exchange, module 4: Nodes and elements indexing\n References\n3. Case studies in Integrally-Attached Timber Plate structures: From prototypes and pavilions to large-scale buildings\n 3.1. Chapel Saint-Loup: The first full-scale folded plate structure\n 3.2. Mendrisio pavilion: First curved folded plate structure with digital fabrication\n 3.3. Single-layer timber folded plate structure with dovetail joints\n 3.4. Snap-fit joints: From a double-layer folded plate structure to timber pews\n 3.5. Single-curved two-layered timber shell\n 3.6. Vidy theatre: First full-scale timber folded plate structure with wood-wood connections only\n 3.7. Nabucco Opera in Cathedral of Notre Dame of Lausanne: A segmented spiral with interconnected timber elements\n 3.8. Prefabricated timber plates with standard geometry\n 3.9. Double-layer freeform timber plate structure\n 3.9.1. Preliminary design phase\n 3.9.2. Assembly and fabrication explorations at component level\n 3.9.3. Assembly and fabrication explorations at structural level with scale 1:3.33\n 3.9.4. Structural explorations at structural level with scale 1:1\n 3.9.5. Annen Max 1 prototype\n 3.9.6. Annen Max 2 prototype\n References\n4. Design optimization in timber plate structures\n 4.1. Prefabricated timber plates with precurved geometry and precamber effect\n 4.2. Design optimization in double-layered doubly curved freeform Integrally-Attached Timber Plate structures: Optimization by introducing contact\n 4.2.1. Design alternatives\n 4.2.2. Shifted herringbone pattern and contact zones\n 4.2.3. Polygonal mesh datastructure – NGon\n 4.2.4. Engineering analysis\n Conclusion\n References\nIndex