Sökning: "Träbyggnad"
Visar resultat 6 - 10 av 45 avhandlingar innehållade ordet Träbyggnad.
6. Modular long-span timber structures : a systematic framework for buildable construction
Sammanfattning : One of the identified reasons for the low amount of timber construction in Sweden is a general lack of knowledge about timber engineering and how timber can be used to its full advantage. One way for increased timber construction is the development of a cost-efficient and easy to comprehend building system. LÄS MER
7. Structural-acoustic vibrations in wooden assemblies : Experimental modal analysis and finite element modelling
Sammanfattning : This doctoral thesis concerns flanking transmission in light weight, wooden multi-storey buildings within the low frequency, primarily 20-120 Hz. The overall aim is to investigate how the finite element method can contribute in the design phase to evaluate different junctions regarding flanking transmission. LÄS MER
8. Evaluation of Splitting Capacity of Bottom Rails in Partially Anchored Timber Frame Shear Walls
Sammanfattning : The horizontal stabilization of timber frame buildings is oftenprovided by shear walls. Plastic design methods can be used todetermine the load-carrying capacity of fully and partially anchoredshear walls. In order to use these methods, a ductile behaviour of thesheathing-to-framing joint must be ensured. LÄS MER
9. Materialleverantören i byggprocessen : en studie av kommunikationen mellan träkomponentleverantören och byggprocessens övriga aktörer
Sammanfattning : Under de senaste åren har den trämekaniska industrins lönsamhet och möjligheterna att öka förädlingsgraden på träprodukter diskuterats. Utfallet av dessa diskussioner har varit att den trämekaniska industrin tagit initiativ till utveckling och tillverkning av nya byggprodukter av trä. LÄS MER
10. Modal Analysis, Dynamic Properties and Horizontal Stabilisation of Timber Buildings
Sammanfattning : Engineers face new challenges as taller timber buildings are constructed. According to Eurocode 1-4, both horizontal deformations from static wind and acceleration levels shall be limited. Due to the low self-weight of wood, dynamic vibrations and acceleration levels cancause problems. LÄS MER