Topology optimization of multidirectional link elements for CLT shells скачать в хорошем качестве

Topology optimization of multidirectional link elements for CLT shells

Parallel Session 53, Optimisation methods for analysis and design of roof structures (WG 13) Ken Noda and Toshiaki Kimura (Kanebako Structural Engineers; Nagoya University) present their work on CLT shells. This is an optimal design method proposal of joint arrangement for shell structures composed of CLT panels. Because CLT shells, which are composed of interconnected discrete CLT panels, have different stress conditions compared to ordinary continuum shells, structural engineers should select several types of joints more carefully than conventional structures. In this video, the structural optimization of the joint arrangement for cylindrical shells with interconnected CLT panels is formulated as topology optimization problems of the multidirectional spring stiffness such as axial, in-plane shear, out-of-plane shear, and out-of-plane bending stiffness. Alternatively, you can read the paper by accessing our conference proceedings. 📚 Use the link https://doi.org/10.15126/900337 to download your digital copy and let yourself be #inspired! Watch their presentation on "Topology optimization of multidirectional link elements for CLT shells" from the Spatial Structures 2020/21 Conference. #IASS #IASS2020_21 #SpatialStructures #Architecture #Structures #Engineering #LightweightStructures #CivilEngineering #StructuralEngineering #Conference #Construction #computationaldesign #nextgeneration #parallelsessions #optimisation #methods #analysis #design #roof #roofstructures #workinggroup #shells #CLT #axial #topology