This paper is concerned with selected defects and failures of timber buildings. The paper is based on the findings of theoretical, implementation and realization work of loadbearing systems used for timber houses.
Due to the fact that the load-bearing capacity and deflections of timber structures are considerably affected by the load-bearing capacity of joints, it is desirable to verify the influence of structural design of connectors on the overall behaviour of structural systems.Findings from behaviour of structures after their rehabilitation are crucial for further research into real behaviour of timber structures. The paper contains authors, conclusions from designing, realization and exploration of selected building structures.
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