Longitudinal compression tests of laminated beams under static and dynamic loads
Abstract
About the Authors
Sergei V. DeordievRussian Federation
Dmitrii G. Kopanitsa
Russian Federation
Roman S. Tutatchikov
Russian Federation
Aleksey I. Birsenev
Russian Federation
References
1. Pyatikrestovskii K.P. K voprosu o vybore modulei uprugosti pri raschete derevyannykh konstruktsii na prochnost', ustoichivost' i po deformatsiyam [Towards the selection of Young’s moduli in structural timber strength, stability and deformation analysis]. Stroit. mekh. i raschet sooruzhenii. 2002. No. 6. Pp. 73–79. (rus)
2. Varenik A.S. Ustoychivost' szhatykh elementov derevyannykh konstruktsiy. Avtoreferat [Stability of compressed elements of timber structures. Abstract]. St-Petersburg, 1994. 22 р. (rus)
3. Varenik K.A. Raschet tsentral'no-szhatykh derevyannykh elementov s uchetom polzuchesti. Avtoreferat [Structural design and time-dependent analysis of central compressed wood elements. PhD abstract]. Veliky Novgorod, 2015. 20 р. (rus)
4. Smorchkov A.A., Smorchkov D.A., Vashchenko I.A., et al. Ustoychivost' elementov iz drevesiny pri ploskom izgibe i tsentral'nom szhatii [Wood structural stability at plane flexure and central compression]. J. Industrial and Civil Engineering. 2011. No. 8. Pp. 38–39. (rus)
Review
For citations:
Deordiev S.V., Kopanitsa D.G., Tutatchikov R.S., Birsenev A.I. Longitudinal compression tests of laminated beams under static and dynamic loads. Vestnik of Tomsk state university of architecture and building. 2015;(6):106-115. (In Russ.)