Miroslav Premrov (Author), Peter Dobrila (Author), Branko Bedenik (Author)

Abstract

This paper provides approximate analytical solutions for diagonally reinforced timber-framed panel walls usually used as main bearing capacity elements in the construction of prefabricated timber structures. These walls can be mathematically treated as composite elements made of a timber frame and fibre-plaster boards as a coating material. As boards are the weakest part of the system they are reinforced with steel diagonals. The proposed approximate analytical models with the fictitious thickness and width of fibre-plaster boards enable simultaneously to consider the influence of inserted steel diagonals, flexibility of mechanical fasteners between the boards and the timber frame and any appearing cracks in the tensile area of the fibre-plaster boards. The obtained numerical results show good agreement with the measured experimental results.

Keywords

gradbeništvo;lesene konstrukcije;panelne stene;mavčno-vlaknaste plošče;jeklene ojačitve;jeklene diagonale;matematično modeliranje;civil engineering;timber structures;panel walls;fibre-plaster boards;steel reinforcement;steel diagonals;mathematical modelling;

Data

Language: English
Year of publishing:
Typology: 1.01 - Original Scientific Article
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
UDC: 624.073:694.5
COBISS: 8817686 Link will open in a new window
ISSN: 0950-0618
Views: 1730
Downloads: 74
Average score: 0 (0 votes)
Metadata: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Other data

Secondary language: English
Secondary keywords: gradbeništvo;lesene konstrukcije;panelne stene;mavčno-vlaknaste plošče;jeklene ojačitve;jeklene diagonale;matematično modeliranje;
URN: URN:SI:UM:
Pages: str. 727-735
Volume: ǂVol. ǂ18
Issue: ǂiss. ǂ10
Chronology: Dec. 2004
ID: 8718700