Peter Dobrila (Avtor), Miroslav Premrov (Avtor)

Povzetek

This paper presents different possibilities on how to reinforce timber frame wall panels, which are mainly used as load-carrying capacity elements in the construction of prefabricated timber structures. These walls can be treated as composite elements composed of a timber frame and fiber-plaster boards. As the boards are the weaker part of the system they need to be somehow reinforced in order to assure the resistance and ductility of the elements especially in multi-level buildings located in seismic or windy areas. The aim of this research is to determine the differences in resistance and ductility between elements, reinforced using two different methods. Whilst the first, using additional fiberboards, does not improve the resistance and especially the ductility in the contended sense, it is more convenient for finding a solution when inserting diagonal steel strips, which are fixed to the timber frame.

Ključne besede

lesene konstrukcije;stene;mavčno-vlaknaste plošče;jeklene ojačitve;matematično modeliranje;timber structures;fiber-plaster boards;steel diagonals;mathematical models;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UM FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
UDK: 624.073:694.5
COBISS: 7992854 Povezava se bo odprla v novem oknu
ISSN: 0141-0296
Št. ogledov: 1831
Št. prenosov: 94
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarne ključne besede: lesene konstrukcije;stene;mavčno-vlaknaste plošče;jeklene ojačitve;matematično modeliranje;
URN: URN:SI:UM:
Strani: str. 1369-1376
Letnik: ǂVol. ǂ25
Zvezek: ǂiss. ǂ11
Čas izdaje: September 2003
ID: 8718841