Zobrazeno 1 - 10
of 32
pro vyhledávání: '"Ugurhan Akyuz"'
Autor:
Uğurhan Akyüz, Tolga Yılmaz
Publikováno v:
Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, Vol 30, Iss 2, Pp 289-299 (2022)
There has been increasing concern about the fire-resistant design of reinforced concrete tunnel lines among structural engineers due to the fire incidents that occurred recently. A limited number of experimental works focused on the fire behavior of
Externí odkaz:
https://doaj.org/article/4501e33314ba46c49a06f6cfa248c7ef
Autor:
Gokhan Ozdemir, Ugurhan Akyuz
Publikováno v:
Shock and Vibration, Vol 19, Iss 4, Pp 505-513 (2012)
Nonlinear response history analyses (NRHA) of a 3-story isolated reinforced concrete (RC) building are carried out under both uni- and bi-directional earthquake excitations of near-field records. NRHA are conducted for a wide range of yield strength
Externí odkaz:
https://doaj.org/article/8b58f71394a442aaa8763cbb31bc2d43
Publikováno v:
Shock and Vibration, Vol 2015 (2015)
The vertical and horizontal stiffness used in design of bearings have been established in the last few decades. At the meantime, applicability of the theoretical approach developed to estimate vertical stiffness of the fiber-reinforced bearings has b
Externí odkaz:
https://doaj.org/article/898bc0ccb2ae4f0e9c95ae55cfa7e98c
Publikováno v:
Volume: 32, Issue: 1 10565-10575
Teknik Dergi
Teknik Dergi
Moskova Rusya’da inşa edilen Kashirskaya alışveriş merkezinde, mimari gereksinimlerle, cam korkuluklar öngörülmüştür. İmalatçı tasarımında gereken birtakım değişiklikler sonucu en çok kullanılan ve gerçek ölçülerdeki büyük
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::69daa45dd77951369dae89a20dbfb46b
https://doi.org/10.18400/tekderg.569821
https://doi.org/10.18400/tekderg.569821
Autor:
Oguz Tengilimoglu, Ugurhan Akyuz
Publikováno v:
Tunnelling and Underground Space Technology. 106:103612
Increasing the popularity of using fibres in precast structures has brought questions about their usability in segmental tunnel linings as an alternative to the conventional reinforced lining. Most prior studies have already revealed that the replace
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ca0320b4d0b4b48fa286ffe0b2753759
https://doi.org/10.1016/j.tust.2020.103612
https://doi.org/10.1016/j.tust.2020.103612
Publikováno v:
Proceedings of the 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015).
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c402b410587a2cc61a9f47d3d15aa04
https://doi.org/10.7712/120117.5553.17817
https://doi.org/10.7712/120117.5553.17817
Publikováno v:
Earthquake Engineering & Structural Dynamics. 43:301-316
SUMMARY New types of fiber-reinforced rubber-based seismic isolators have been a research interest for a number of engineers in the past decade. These new types of isolators can have similar seismic performances compared with the conventional ones. I
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20b6261ee35722b9986d2cdb74d63ed7
https://doi.org/10.1002/eqe.2345
https://doi.org/10.1002/eqe.2345
Publikováno v:
Magazine of Concrete Research. 65:731-743
The behaviour of carbon fibre reinforced polymer-confined cylindrical and prismatic concrete specimens subjected to several different environmental conditions was investigated in four groups. The first group of specimens was used as a reference. In t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ff21b27938de49ecb4b2427d9cae192b
https://doi.org/10.1680/macr.12.00148
https://doi.org/10.1680/macr.12.00148
Publikováno v:
Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks ISBN: 9781315207681
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e079b45edacb009f50975207c27a77f0
https://doi.org/10.1201/9781315207681-237
https://doi.org/10.1201/9781315207681-237
Autor:
Ibrahim Erdem, Ugurhan Akyuz
Publikováno v:
Journal of Performance of Constructed Facilities. 24:302-310
In this study, two reinforced concrete frames with hollow clay tile masonry infill walls, retrofitted with diagonally applied carbon fiber-reinforced polymer (CFRP), which were tested previously, were analytically investigated. A simple material mode
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b12ff6e0c92d0433d9f23d1ff8833bfb
https://doi.org/10.1061/(asce)cf.1943-5509.0000113
https://doi.org/10.1061/(asce)cf.1943-5509.0000113