Projects / Programmes
The influence of robustness of masonry units and type of construction on seismic behaviour of masonry walls
Code |
Science |
Field |
Subfield |
2.01.00 |
Engineering sciences and technologies |
Civil engineering |
|
Code |
Science |
Field |
T220 |
Technological sciences |
Civil engineering, hydraulic engineering, offshore technology, soil mechanics |
T230 |
Technological sciences |
Building construction |
masonry structures, masonry units, robustness, criteria, mathematical model, testing method, masonry bond, seismic behaviour, design, recommendations
Researchers (8)
no. |
Code |
Name and surname |
Research area |
Role |
Period |
No. of publicationsNo. of publications |
1. |
20631 |
PhD Uroš Bohinc |
Civil engineering |
Technical associate |
2004 - 2007 |
110 |
2. |
15189 |
PhD Vlatko Bosiljkov |
Civil engineering |
Researcher |
2004 - 2006 |
429 |
3. |
04259 |
Branko Cerut |
Civil engineering |
Technical associate |
2004 - 2007 |
56 |
4. |
14870 |
PhD Iztok Klemenc |
Civil engineering |
Researcher |
2004 - 2007 |
224 |
5. |
05697 |
MSc Marjanca Lutman |
Civil engineering |
Technical associate |
2004 - 2007 |
481 |
6. |
06018 |
Ljubo Petkovič |
Civil engineering |
Technical associate |
2004 - 2007 |
64 |
7. |
00654 |
PhD Miha Tomaževič |
Civil engineering |
Head |
2004 - 2007 |
743 |
8. |
20626 |
Sebastian Trajkovski |
Civil engineering |
Researcher |
2004 - 2005 |
35 |
Organisations (1)
Abstract
As the recent experimental investigations indicated, the robustness of modern hollow masonry units represents the basic parameter, which defines the seismic behaviour of masonry walls and structures. In the case of the local brittle failure of masonry units, the failure mechanisms of the walls subjected to seismic loads change, so that, because of the changed basic relationships, the validity of most practically used calculation procedures for seismic resistance verification of unreinforced and especially reinforced masonry structures becomes questionnable. This is also recognized in the new draft of Eurocode 8, where the requirement that masonry units, used for the construction of masonry structures in seismic zones, should have sufficient robustness to avoid local brittle failure, is given. However, no quantitative criteria to fulfill this requirement are given in Eurocode. Within the framework of this reserach project, the criteria for the classification of hollow masonry units regarding the robustness will be determined and an experimental testing method for simple evaluation of robustness will be developed. The influence of mortar strength and the way of laying the units will also be investigated, and a numerical model to simulate the stress state in the units under seismic loading will be developed to optimise the shape of the units (distribution and thickness of shells and webs, the ratio of holes) and the way of laying (type and thickness of mortar bed-joints). The influence of different types (classes) of perpend joints (fully and partly grouted, ungrouted, mechanical interlocking) on the homogeneity of structural walls, built with masonry units which comply with the criteria for sufficient robustness, will also be investigated. On the basis of the comparison of the behaviour of the walls subjected to cyclic lateral loads the relevant recommendations and/or limitations for the use of different types of masonry bond in seismic regions will be proposed.