Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Ercan Serif Kaya"'
Publikováno v:
Građevinar, Vol 68, Iss 10., Pp 815-823 (2016)
A 3D nonlinear soil-pipe interaction model is presented in this study to calculate the response of steel pipes subjected to strike-slip fault displacements. The general-purpose finite element analysis program ABAQUS is used to determine the seismic r
Externí odkaz:
https://doaj.org/article/d9fd60e5ccf64cb2b0d938b0d9e9b1df
Publikováno v:
Proceedings of the Institution of Civil Engineers - Engineering Sustainability. 174:224-234
Trombe walls are the most widely applied passive systems that utilise solar energy for heating massive walls. Although studies have been undertaken in the fields of Trombe wall application and design, the research on the effect of the vent area and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6a2afe519019c8c8c7d03e379f1930b9
https://doi.org/10.1680/jensu.20.00064
https://doi.org/10.1680/jensu.20.00064
Autor:
Ercan Şerif Kaya
Publikováno v:
Journal of Sustainable Construction Materials and Technologies, Vol 8, Iss 3, Pp 243-250 (2023)
Large-diameter steel pipes are often used for transmitting and distributing water, gas, and oil products from the source to the end user. These pipelines are mainly oriented by using pipe el- bows due to their high flexibility along their routes. It
Externí odkaz:
https://doaj.org/article/18f81ec0bd1044d09f9f10905aeb20cc
Autor:
Muhammed Alperen Ozdemir, Ercan Serif Kaya, Bulent Akbas, BurcinSenol Seker, Bora Akşar, Ferit Cakir, Eren Uckan
Publikováno v:
Engineering Failure Analysis. 77:146-159
Ozdemir, Muhammed Alperen/0000-0002-3629-4341 WOS: 000399625300014 After the industrial revolution, the use of jack arch slabs (JAS) was quite common in many historical structures with the availability of iron and steel in structural engineering fiel
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d13cc6ea81bf548ba34201fca1d106d6
https://doi.org/10.1016/j.engfailanal.2017.02.008
https://doi.org/10.1016/j.engfailanal.2017.02.008
Autor:
Eren Uckan, Yin Cheng, Michael J. O'Rourke, Bulent Akbas, Spyros A. Karamanos, Ferit Cakir, Ercan Serif Kaya
Publikováno v:
Kaya, E S, Karamanos, S, Uckan, E, O’Rourke, M J, Akbas, B, Cakir, F & Cheng, Y 2016, ' Failure Analysis of a Welded Steel Pipe at Kullar Fault Crossing. ', Engineering Failure Analysis, vol. 71, pp. 43-62 . https://doi.org/10.1016/j.engfailanal.2016.10.004
Cheng, Yin/0000-0001-5554-9832; Karamanos, Spyros A./0000-0003-0047-9173 WOS: 000389068200004 The seismic response of a 2200-mm-diameter welded steel pipe at strike slip Kullar fault crossing in Izmit, Kocaeli during 1999 Kocaeli earthquake is invest
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6d4f61ff519a7150f9f57b1f40aec0dc
https://doi.org/10.1016/j.engfailanal.2016.10.004
https://doi.org/10.1016/j.engfailanal.2016.10.004
Publikováno v:
Journal of the Croatian Association of Civil Engineers. 68:815-823
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1be78015f7b63a55e63ab3da6fac76ce
https://doi.org/10.14256/jce.1317.2015
https://doi.org/10.14256/jce.1317.2015
Publikováno v:
Volume: 33, Issue: 1
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Bu calisma, capraz elemanlarin dayanimindaki rastlantisal farklardan dolayi merkezi caprazli cerceveler (MCC) kullanilarak tasarlanmis yapilarin kuvvetli deprem yer hareketleri altinda sergiledigi burulma davranisini incelemeyi amaclamistir. Bu calis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::51727bd06784611a9d9689ff935d7938
https://doi.org/10.17341/gazimmfd.406776
https://doi.org/10.17341/gazimmfd.406776
Publikováno v:
International Collaboration in Lifeline Earthquake Engineering 2016.
Beijing University of Technology;et al.;International Society of Lifeline and Infrastructures Earthquake Engineering;Kanazawa University;Shanghai Institute of Disaster Prevention and Relief;Tongji University 7th China-Japan-US Trilateral Symposium on
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::77b81e386e7b8a68da79e5757a4a83d8
https://doi.org/10.1061/9780784480342.049
https://doi.org/10.1061/9780784480342.049
EARTHQUAKE RESPONSE OF MODIFIED FOLDED CANTILEVER SHEAR STRUCTURE WITH FIXED-MOVABLE-FIXEDSUB-FRAMES
Publikováno v:
International Journal of Civil Engineering and Technology (IJCIET). 4(4):194-207
Seismic performances of sixteen-storey folded cantilever shear structure (FCSS) with roller bearing and additional viscous damper have been studied using a shake table. The structures consist of fixed-movable-fixed supported shear sub-frames and conn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::f0e9cbd821acf368c298509276a08afe
http://hdl.handle.net/2298/32802
http://hdl.handle.net/2298/32802
Publikováno v:
Procedia Engineering. 14:1275-1280
The seismic acceleration response of the multistory buildings can be decreased by extending their natural period. In this study a new seismic isolation approach, a folded cantilever shear structure, is proposed to get more seismic performance than th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3e43ce3160571035b26b6bd79ae0dc2b
https://doi.org/10.1016/j.proeng.2011.07.160
https://doi.org/10.1016/j.proeng.2011.07.160