Reinforced prefabricated timber shear walls

Miroslav Premrov (Author), Peter Dobrila (Author)

Abstract

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.

Keywords

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

Data

Language:	English
Year of publishing:	2002
Typology:	1.01 - Original Scientific Article
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
UDC:	692.2.057:624.07
COBISS:	7500054
ISSN:	Y504-6874
Views:	1806
Downloads:	32
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary keywords:	lesene konstrukcije;panelne stene;strižno upogibno preiskušanje;matematično modeliranje;
URN:	URN:SI:UM:
Pages:	10 str.
Volume:	ǂVol. ǂ8
Issue:	ǂiss. ǂ8
Chronology:	2002
ID:	8719003