The article gives the main premises for the development of a calculation method of stress-laminated timber decks (SLTD), taking into account the compliance of connections between their constituent ele
DOI: 10.23968/1999-5571-2017-14-5-47-52
The article considers the main constant and variable factors affecting the performance of the stress-strain state of a stress-laminated timber deck (SLTD) subjected to bending.
DOI: 10.23968/1999-5571-2017-14-4-81-86