Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Ivica Guljaš"'
Publikováno v:
2nd Croatian Conference on Earthquake Engineering ‒ 2CroCEE.
The aim of this study is to evaluate the feasibility of seismically strengthening existing steel frames. Through computational analysis of the existing bare frame, two methods of seismic strengthening are proposed. The expected behaviour of each of t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7d3644327949abc77a4d90aaa551930
https://doi.org/10.5592/co/2crocee.2023.17
https://doi.org/10.5592/co/2crocee.2023.17
Publikováno v:
Construction and Building Materials. 346:128378
A sustainable solution was found for the use of waste material such as used tires by partially replacing the natural aggregate in the concrete with recycled rubber particles. This resulted in improved ductility, but at the expense of reduced strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a928bc5c56f2315ba3e70efa62cfd1c2
https://doi.org/10.1016/j.conbuildmat.2022.128378
https://doi.org/10.1016/j.conbuildmat.2022.128378
Autor:
Lars Abrahamczyk, Filip Anić, Davorin Penava, Vasilis Sarhosis, Tihomir Dokšanović, Ivica Guljaš
Publikováno v:
1st Croatian Conference on Earthquake Engineering.
The majority of multi-storey buildings worldwide are constructed as reinforced concrete frame structures with masonry infill walls. Whereas frames, unlike infill walls are considered load- bearing. Yet, infill walls contribute to the structure’s ov
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6bf4a5f4204a1dd921ffd1fc95b3bdad
https://doi.org/10.5592/co/1crocee.2021.98
https://doi.org/10.5592/co/1crocee.2021.98
RC Buildings with masonry infill walls are common throughout the world. There is uncertainty about the effect of the infill walls on the response of the building to earthquake demands. To shed light on this issue, a three-story, scaled reinforced con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::99ed82550c4356f8a482a93bb8df1657
https://doi.org/10.1080/13632469.2018.1475313
https://doi.org/10.1080/13632469.2018.1475313
Publikováno v:
Engineering Structures. 238:112258
This paper presents the development of an experimental campaign to investigate the cyclic, out-of-plane response of reinforced concrete frames containing masonry infill walls, using non-contact optical techniques to measure contour strains and deform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5bfd6378ac771b1381ef54af6ea1ef56
https://doi.org/10.1016/j.engstruct.2021.112258
https://doi.org/10.1016/j.engstruct.2021.112258
In design, the contribution of the masonry infill wall to the shear resistance of the infilled frame structural system is often neglected. However, past research shows that ignoring this element can lead to inaccurate predictions of the system’s be
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5fc0b913008775f97d9f33dc3074e34
https://doi.org/10.1016/j.engstruct.2018.06.007
https://doi.org/10.1016/j.engstruct.2018.06.007
Publikováno v:
Earthquake Engineering & Structural Dynamics. 42:1131-1149
In this paper a contribution of various types of masonry infill to the behaviour of reinforced-concrete frames under lateral loads is presented. As a part of the bigger project, ten one-bay, one storey reinforced-concrete frames were designed accordi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::620d63a0eb7e54e858bd42a56afe184c
https://doi.org/10.1002/eqe.2263
https://doi.org/10.1002/eqe.2263
The test results of nine confined masonry wall specimens, with three different connection details between the masonry and the tie-columns and one unreinforced masonry wall, are presented. The specimens were executed and were tested under constant ver
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ff3a708234d019883c6d4cd09f30a62e
https://urn.nsk.hr/urn:nbn:hr:133:241520
https://urn.nsk.hr/urn:nbn:hr:133:241520
Publikováno v:
Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS
Volume 5
Issue 9
Volume 5
Issue 9
In many seismic areas, reinforced-concrete frames are filled with masonry infill walls. The behavior of these structural composite systems are difficult to model, and existing regulations lack guidelines for their design. In most cases, the masonry i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a92584cd1442fba0c5d0fc086e7a4535
https://doi.org/10.13167/2014.9.8
https://doi.org/10.13167/2014.9.8
The main objective of this paper was to assess the benefits of using materials that were formed at high temperatures as an aggregate for concrete that was exposed to high temperature. The fire resistance of concrete made with some locally available,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fecefe79ecca5b207c96b4af07cd32de
https://doi.org/10.1016/j.firesaf.2011.07.002
https://doi.org/10.1016/j.firesaf.2011.07.002