Timber as structural material in national and european building codes

Authors

  • M. V. Savytskyi Dr. Sc. (Tech.), Prof., Ukraine
  • V. Z. Klimenko Ph.D., Prof., Ukraine
  • S. YEV. Shekhorkina Ph.D., Ukraine

Keywords:

timber, mechanical charactericstics, strength classes, volumetric weight, Eurocode 5

Abstract

Summary. Structures of solid and glued timber have high popularity in the world. To provide the competitiveness of national building industry on the international market there is ongoing process of implementation of European design standards in Ukraine. The very first step on this direction was an acceptance of current state document on timber structures design [1], on which replacement the new ДСТУ-Н Б В.2.6-184:2012 «Structures of solid and glued timber. Design Guide» was prepared with included rules according to European code called Eurocode 5 [2]. Implementation of European standard in national design practice foresees harmonization of provisions of this standard with national codes. Ft the same time harmonization foresees not only transfer eurostandard rules into national but gradual replacement national codes by European. Objective. To analize the approaches to phisical and mechanical characteristics of structural timber determination according to national Ukrainian and European standards  of timber structures design. Results. There is the rsults of analize of the approaches to phisical and mechanical characteristics of structural timber determination according to national Ukrainian and European standards of timber structures design called Eurocode 5, which now is being implementated in Ukraine. The impossibility of momentary transfer in timber structures design to Eurocode 5 without classification of timber growing on Ukraine territory by strength according to its volumetric weight is proved. There are given position-finding data on quality and strength assessment of timber growing on Ukraine territory considering average width and quantity of annual zones. Practical value. Given data will profurther harmonization of normative regulations of Eurocode 5 with national building code.

Author Biographies

M. V. Savytskyi, Dr. Sc. (Tech.), Prof.

Department of Reinforced Concrete and Stone Constructions, State Higher Education Establishment “Pridniprovs’ka State Academy of Civil Engineering and Architecture”, 24-A, Chernishevskogo str., Dnipropetrovsk 49600, Ukraine, tel. +38 (0562) 4702-98

V. Z. Klimenko, Ph.D., Prof.

Department of Reinforced Concrete and Stone Constructions, State Higher Education Establishment “Pridniprovs’ka State Academy of Civil Engineering and Architecture”, 24-A, Chernishevskogo str., Dnipropetrovs’k 49600, Ukraine

References

DSTU B V.2.6-184:2012 «Structeures of solid and glued timber. Design guide».

EN 1995-1-1:2004 Eurocode 5: Design of timber structures – Part 1-1: General – Common rules and rules for building.

Yurgens N.Е. Wood and its coservation. М.- L.:1930 – 160 pp.

Perelygin L.М. Composition of wood / The USSR Science Academy publishing house. Institute of timber. – М:-1954. –200 pp.

Savkov Е.I. Investigation of physical and mechanical properties of pine timber / «CAGI proceeding». Vol. 62. М., 1930.

Reyharat А.Y., Perelygin L.М. Composition and physical and mechanical properties of wood. М., Goslestehizdat. 1933.

Abramov N.N. Slection of model trees and samples for characterization of main physical and mechanical properties of pine timber. «Proceeding of forestry institute». М., 1934

Jilkin B.D. On influence of influence of vegetation region conditions on anatomic composition, physical and mechanical properties of pine timber. «Proceeding of Bryansk forestry institute» Vol.1 М., 1936.

Saharov М.I. Anatomic composition of pine timber in view of vegetation region conditions. «Proceeding of Bryansk forestry institute», Vol. ІІ and ІІІ. 1940.

SNiP ІІ-25-80. Timber structures. Design code.

Ivanov V.F. Problems of timber structures durability. L.-М.: GSI. 1950. – 135 pp.

Published

2017-08-30

Issue

Section

Innovative lifecycle technology of housing and civil, industrial and transportation purposes