Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Tvrtko Renić"'
Publikováno v:
Građevinar, Vol 72, Iss 10., Pp 937-953 (2020)
In addition to traditional methods of strengthening shear masonry walls, some newer materials and systems, such as fibre reinforced polymers (FRP) and textile reinforced mortars (TRM), have recently been introduced. The earthquake that occurred in Za
Externí odkaz:
https://doaj.org/article/10cb203f78e0468d875620196b5d8f98
Autor:
Tvrtko Renić, Tomislav Kišiček
Publikováno v:
Buildings, Vol 11, Iss 9, p 424 (2021)
Concrete beams reinforced with FRP rebars have greater durability than standard steel reinforced elements. The main disadvantage of using FRP rebars is the low ductility of elements which may be unacceptable in certain situations. There are several d
Externí odkaz:
https://doaj.org/article/ff4c7266039146179d5a1819d7cfed7f
Publikováno v:
Applied Sciences, Vol 11, Iss 1, p 278 (2020)
Horizontal loads such as earthquake and wind are considered dominant loads for the design of tall buildings. One of the most efficient structural systems in this regard is the tube structural system. Even though such systems have a high resistance wh
Externí odkaz:
https://doaj.org/article/92868816d30f49b7922c2c86efa9368a
Publikováno v:
Applied Sciences, Vol 10, Iss 5, p 1576 (2020)
Masonry structures are notoriously vulnerable to horizontal actions caused by earthquakes. Given the high seismicity of the European region, and that the European building stock comprises a lot of masonry buildings, knowledge about their structural r
Externí odkaz:
https://doaj.org/article/aa3ab1056cb148e6a64aea786670d67b
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783031325182
FRP lacks ductility so its application as reinforcement of new structures in seis-mic areas is not common. Seismic actions can produce a large capacity and ductil-ity demand. Although large capacity is readily available in FRP reinforced con-crete el
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8c74433136e1b8d6639dff423a1a24f8
https://www.bib.irb.hr/1277274
https://www.bib.irb.hr/1277274
Publikováno v:
Polymers; Volume 14; Issue 12; Pages: 2513
Serviceability limit states are very important in the design of reinforced concrete elements but they are complex to calculate. Simplified serviceability calculations are provided in EN 1992-1-1 (2013) for steel reinforced elements. The crack widths
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::02efe584773b802fa4c956c18b50fb0c
https://pubmed.ncbi.nlm.nih.gov/35746089
https://pubmed.ncbi.nlm.nih.gov/35746089
Publikováno v:
Građevinar, Vol 72, Iss 10., Pp 937-953 (2020)
In addition to traditional methods of strengthening shear masonry walls, some newer materials and systems, such as fibre reinforced polymers (FRP) and textile reinforced mortars (TRM), have recently been introduced. The earthquake that occurred in Za
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::62832b51e2d8f88abef57f78e98b4024
https://doaj.org/article/10cb203f78e0468d875620196b5d8f98
https://doaj.org/article/10cb203f78e0468d875620196b5d8f98
Publikováno v:
Applied Sciences, Vol 11, Iss 278, p 278 (2021)
Applied Sciences
Volume 11
Issue 1
Applied Sciences
Volume 11
Issue 1
Horizontal loads such as earthquake and wind are considered dominant loads for the design of tall buildings. One of the most efficient structural systems in this regard is the tube structural system. Even though such systems have a high resistance wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a8a77801b21c680023125141cb86da02
https://www.mdpi.com/2076-3417/11/1/278
https://www.mdpi.com/2076-3417/11/1/278
Autor:
Tomislav Kišiček, Tvrtko Renić
Publikováno v:
Common Foundations 2021.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::26dc519101cbb0287be80e97a183ae04
https://doi.org/10.5592/co/zt.2021.15
https://doi.org/10.5592/co/zt.2021.15
Autor:
Tomislav Kišiček, Tvrtko Renić
Publikováno v:
Buildings, Vol 11, Iss 424, p 424 (2021)
Buildings
Volume 11
Issue 9
Buildings
Volume 11
Issue 9
Concrete beams reinforced with FRP rebars have greater durability than standard steel reinforced elements. The main disadvantage of using FRP rebars is the low ductility of elements which may be unacceptable in certain situations. There are several d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::410633727fd2f03c64040a95001bc71e
https://www.mdpi.com/2075-5309/11/9/424
https://www.mdpi.com/2075-5309/11/9/424