On automated deformation measurements of timber-concrete structures

Abstract

On automated deformation measurements of timber-concrete structures. For many years a dynamic development of timber structures has been observed. This fact can be explained by many factors, among others, by the development of green building, the search for optimal material solutions or the growing market demand for innovation. Both the development of timber construction, as well as new appearing attempts to combine wood with other building materials undoubtedly constitute a challenge - also for modern surveying engineering - particularly in the field of deformation measurements. This article presents the concept of using an automatic structural monitoring system for measuring timber-concrete composite constructions. Geodetic methods used in structural monitoring were used to examine the behaviour of so-called hybrid structures – especially timber-concrete composite slab using beech wood plates and glulam beams. The author presents both measurement methodology as well as the preliminary results of surveying works conducted during the construction phase of a hybrid building. Keywords:

Authors and Affiliations

KRZYSZTOF KARSZNIA

Keywords

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  • EP ID EP361718
  • DOI -
  • Views 53
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How To Cite

KRZYSZTOF KARSZNIA (2016). On automated deformation measurements of timber-concrete structures. Annals of WULS, Forestry and Wood Technology; Zeszyty naukowe SGGW, 95(1), 62-73. https://europub.co.uk/articles/-A-361718