izpis_h1_title_alt

In-plane seismic behaviour of URM and confined masonry built from vertically perforated blocks and polyurethane glue
ID Gams, Matija (Author), ID Triller, Petra (Author), ID Jäger, Andreas (Author)

.pdfPDF - Presentation file, Download (19,49 MB)
MD5: D4EA4A9A051C444BBB18A2279335AABD
URLURL - Source URL, Visit https://www.sciencedirect.com/science/article/pii/S2352012423016168 This link opens in a new window

Abstract
Masonry construction using vertically perforated clay blocks with large holes and polyurethane glue is a modern technology designed primarily for low thermal losses. This study aims to evaluate the in-plane seismic behaviour of masonry constructed using unreinforced masonry (URM) and confined masonry construction technology. The experimental methods consist of triplet tests on joints and cyclic shear compression tests on eight full-scale walls, six of which are URM and two of which are confined masonry. Tests on URM walls are performed at three different levels of compressive stress to analyse the effect of compressive stress on the seismic response. The effects of compressive stress on shear resistance and drift capacity are quantified and compared with results from a database. The performance of the tested walls is comparable to what is expected from modern URM walls. Two confined masonry walls were of the same dimensions as the URM walls and are evaluated at the highest compressive stress level used in tests of URM walls. The results indicate that confined masonry should be the preferred technology for seismic regions because of its higher strength, displacement capacity, ductility, and energy dissipation.

Language:English
Keywords:civil engineering, vertically perforated blocks, polyurethane glue, URM, confined masonry, seismic response
Work type:Article
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publication status:Published
Publication version:Version of Record
Year:2023
Number of pages:15 str.
Numbering:Vol. 58, art. 105528
PID:20.500.12556/RUL-152986 This link opens in a new window
UDC:624.04
ISSN on article:2352-0124
DOI:10.1016/j.istruc.2023.105528 This link opens in a new window
COBISS.SI-ID:172693251 This link opens in a new window
Publication date in RUL:13.12.2023
Views:283
Downloads:17
Metadata:XML RDF-CHPDL DC-XML DC-RDF
:
Copy citation
Share:Bookmark and Share

Record is a part of a journal

Title:Structures
Publisher:Elsevier, Institution of Structural Engineers
ISSN:2352-0124
COBISS.SI-ID:525573145 This link opens in a new window

Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.

Secondary language

Language:Slovenian
Keywords:gradbeništvo, opečni votlaki, poliuretansko lepilo, običajno zidovje, povezano zidovje, potresni odziv

Projects

Funder:ARRS - Slovenian Research Agency
Project number:J2-6749
Name:Obnašanje večetažnih strižnih sten z odprtinami pri potresni obtežbi

Funder:ARRS - Slovenian Research Agency
Project number:P2-0185
Name:Potresno inženirstvo

Similar documents

Similar works from RUL:
Similar works from other Slovenian collections:

Back