Abstract
Future of the building technologies are now confronted with the concept of sustainable development. Environmental criteria are becoming a standard part of the process of design and analysis of building structures. Research and development of environmentally acceptable structures is one of the priorities. Timber-concrete structures are perspective in terms of environmental criteria. This paper discusses the results gained from experimental verification of stiffness parameters for new type of composite structural member. The connections of wood and concrete composite part cross-section are provided with perforated steel bar. The slip coefficient was determined for this type of connection.
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