Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Selcuk Saatci"'
Autor:
Selcuk Saatci, Yonca Yasayanlar
Publikováno v:
Journal of Structural Engineering & Applied Mechanics. 6:60-69
Punching resistance in flat slab systems in reinforced concrete structures is often provided with drop panels or shear reinforcement around columns. Shear studs are effectively used in these structures as shear reinforcement. However, factory-made sh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ad104134616d0b6057afd74c8fe3a06
https://doi.org/10.31462/jseam.2023.01060069
https://doi.org/10.31462/jseam.2023.01060069
Autor:
Baturay Batarlar, Selcuk Saatci
Publikováno v:
Structures. 41:1164-1177
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cedb3ba3c7b64de24e6d5cea18b2758e
https://doi.org/10.1016/j.istruc.2022.05.057
https://doi.org/10.1016/j.istruc.2022.05.057
Autor:
Semih Berk Seven, Mustafa Güden, Cetin Uysal, Selcuk Saatci, M. Alper Çankaya, Alper Taşdemirci
Publikováno v:
Strain. 57
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f9d58b8fa554d93329df1ec3744f95e
https://doi.org/10.1111/str.12377
https://doi.org/10.1111/str.12377
Steel fibers have been used in concrete structures to increase the tensile strength and ductility of concrete. Fibers bridging cracks reduce micro cracking and improve post-cracking strength in concrete. Propagation of damage in a fiber reinforced co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::98ba4d7a76299693e330fc4b61c16f6c
https://aperta.ulakbim.gov.tr/record/36983
https://aperta.ulakbim.gov.tr/record/36983
WOS: 000436191100006
Although the use of steel fiber reinforced concrete elements is on the rise in recent years, present analytical models to determine the structural behavior of these members are inadequate, requiring numerical methods such as
Although the use of steel fiber reinforced concrete elements is on the rise in recent years, present analytical models to determine the structural behavior of these members are inadequate, requiring numerical methods such as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f52a1c03956ae6c48a679157799f60f9
https://hdl.handle.net/11454/31194
https://hdl.handle.net/11454/31194
Publikováno v:
Volume: 34, Issue: 2 1045-1060
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Sunulan çalışmada her iki yönde birbirine dik 0,004 (D1 serisi) ve 0,002 (D2 serisi) oranında boyuna donatı içeren 2150x2150x150 mm boyutlarında iki grup betonarme döşeme, hacimce %0, %0,5, %1 ve %1,5 oranında çelik fiber katkısı içere
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ad2d04316fd11737ecc97fc141bd5cae
https://dergipark.org.tr/tr/pub/gazimmfd/issue/45387/460507
https://dergipark.org.tr/tr/pub/gazimmfd/issue/45387/460507
Publikováno v:
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Yapılarda meydana gelen hasarların belirlenmesinde birçok tahribatsız muayene yöntemi kullanılmaktadır. Bu yöntemlerden biri olan Akustik Emisyon (AE) ile test edilen malzemeden yükleme esnasında elde edilen veriler çeşitli algoritmalarla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::59d77aebcedad8607caa53bd2ccfc67b
https://dergipark.org.tr/tr/pub/gazimmfd/issue/44093/416493
https://dergipark.org.tr/tr/pub/gazimmfd/issue/44093/416493
Autor:
Selcuk Saatci, Baturay Batarlar
Publikováno v:
Volume: 32, Issue: 4 1143-1154
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Sunulan çalışmada çelik fiber katkısının farklı boyuna donatı oranlarına sahip etriyesiz betonarme kirişlerineğilme davranışına olan etkileri deneysel ve analitik olarak incelenmiştir. Yapılan deneysel çalışmada düşükve yüksek
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9d4b6ad6ac1279e16f6883fa07d080ee
https://hdl.handle.net/11147/9979
https://hdl.handle.net/11147/9979
Autor:
Frank J. Vecchio, Selcuk Saatci
Publikováno v:
SP-281: Behavior of Concrete Structures Subjected to Blast and Impact.
Behavior of Concrete Structures Subjected to Blast and Impact 2010 at the ACI Fall 2010 Convention; Pittsburgh, PA; United States; 24 October 2010 through 28 October 2010
The lack of a complete understanding of shear behavior under high dynamic
The lack of a complete understanding of shear behavior under high dynamic
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e09a11a44ebb6ae369d2fb6bcdbcd08b
https://doi.org/10.14359/51683614
https://doi.org/10.14359/51683614