Miroslav Premrov (Avtor), Peter Dobrila (Avtor)

Povzetek

The paper presents results of shear-bending experiments performed on panel shear walls used as load-carrying capacity walls in the construction of prefabricated timber structures. The aim of research is to determine the difference in resistance and ductility between panel shear walls, reinforced with two different methods. While the first, reinforcing with additional fiberboard, was not improve resistance and especially ductility in the contended sense, we tried to find a solution by inserting diagonal steel strips, which were fixed to the timber frame. Additionally, analytical solutions of those by mathematical modeling with the fictive thickness and height of fiber-plaster boards are proposed. Presented design models are simple and show a good coincidence with the measured results.

Ključne besede

lesene konstrukcije;panelne stene;strižno upogibno preiskušanje;matematično modeliranje;timber structures;shear walls;shear bending tests;mathematical modelling;

Podatki

Jezik: Angleški jezik
Leto izida:
Tipologija: 1.01 - Izvirni znanstveni članek
Organizacija: UM FGPA - Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo
UDK: 692.2.057:624.07
COBISS: 7500054 Povezava se bo odprla v novem oknu
ISSN: Y504-6874
Št. ogledov: 1806
Št. prenosov: 32
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;panelne stene;strižno upogibno preiskušanje;matematično modeliranje;
URN: URN:SI:UM:
Strani: 10 str.
Letnik: ǂVol. ǂ8
Zvezek: ǂiss. ǂ8
Čas izdaje: 2002
ID: 8719003