Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Ibrahim Serkan Misir"'
Autor:
Ibrahim Serkan Misir, Gokhan Yucel
Publikováno v:
Buildings, Vol 13, Iss 2, p 437 (2023)
Failure under seismic action generally occurs in the form of out-of-plane collapses of walls before reaching their in-plane strength in historical stone masonry buildings. Consistent finite element (FE) macro modeling has emerged as a need for use in
Externí odkaz:
https://doaj.org/article/7d5eabb7520044ee85d20b1a8816df2f
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 11, Iss 2, Pp 229-245 (2017)
Abstract Post-earthquake observations revealed that seismic performance of beam-column connections in precast concrete structures affect the overall response extensively. Seismic design of precast reinforced concrete structures requires improved beam
Externí odkaz:
https://doaj.org/article/3a0b052451874249a4a924f7315be03f
Publikováno v:
Journal of Structural Engineering & Applied Mechanics. 4:140-150
In precast reinforced concrete buildings, which constitute an important part of the industrial buildings in Turkey, the force flow between the structural elements is provided by beam-column connections with or without transferring moments. In general
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4bae183efaa7263db850c71c3ff5cb61
https://doi.org/10.31462/jseam.2021.03140150
https://doi.org/10.31462/jseam.2021.03140150
Autor:
Ozgur Ozcelik, Ibrahim Serkan Misir, Umut Yucel, Erkan Durmazgezer, Gokhan Yucel, Carmen Amaddeo
Growing interest in the preservation of architectural heritage has revealed a need for tools that are capable to reliably analyze masonry structures. For decades, finite element modeling approach has been commonly used in engineering society to simul
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a21170fd4e03cc4e00273e51bc7e0e94
https://avesis.deu.edu.tr/publication/details/54f0d609-d530-4833-8d1a-0c1615bee90b/oai
https://avesis.deu.edu.tr/publication/details/54f0d609-d530-4833-8d1a-0c1615bee90b/oai
Autor:
Ibrahim Serkan Misir, Gokhan Yucel, Fikret Kuran, Cansu Beril Eser, Omer Aldemir, Serap Topcu
© 2022In stone masonry buildings, failure under strong ground motions usually occurs in the form of out-of-plane overturning of the walls before reaching their in-plane strength, as the walls have long unsupported spans perpendicular to their plane
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a6029bce91a24af25a166cd495de420e
https://avesis.deu.edu.tr/publication/details/1659f40c-464e-4d45-99fb-9f916c234234/oai
https://avesis.deu.edu.tr/publication/details/1659f40c-464e-4d45-99fb-9f916c234234/oai
Publikováno v:
Volume: 2, Issue: 1 47-60
Türk Deprem Araştırma Dergisi
Türk Deprem Araştırma Dergisi
Turkey Building Earthquake Code (TBEC-2018), was published with quite extensive changes in the Masonry Buildings’ section. This section now covers the design principles for three new types of masonry buildings containing reinforcements and allows t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f78ed68bb76ff3187f8fe77fafb8f7ad
https://doi.org/10.46464/tdad.726301
https://doi.org/10.46464/tdad.726301
Publikováno v:
Structural Engineering and Mechanics. 58:121-142
The national standard being used in Turkey for suspended ceiling systems (SCS) regulates material and dimensional properties but does not contain regulations regarding installation instructions which cause substandard applications of SCSs in practice
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0641529196515132233144a50cfe1218
https://doi.org/10.12989/sem.2016.58.1.121
https://doi.org/10.12989/sem.2016.58.1.121
Autor:
Ibrahim Serkan Misir, Hemchandra Chaulagain, André Furtado, Maria Teresa De Risi, Tanja Kalman Šipoš
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3fd5e26d4c05771a82dc32279eccd028
https://doi.org/10.1155/2020/4101826
https://doi.org/10.1155/2020/4101826
Publikováno v:
International Journal of Concrete Structures and Materials, Vol 11, Iss 2, Pp 229-245 (2017)
Post-earthquake observations revealed that seismic performance of beam-column connections in precast concrete structures affect the overall response extensively. Seismic design of precast reinforced concrete structures requires improved beam-column c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a8aebb6472c9f82f86261aa9626d2baa
https://avesis.deu.edu.tr/publication/details/f6979161-e6cd-4d53-be42-3eb076b3047c/oai
https://avesis.deu.edu.tr/publication/details/f6979161-e6cd-4d53-be42-3eb076b3047c/oai
Moment-resisting beam-column connections including emulative and mechanical components are widely used solutions in precast construction practice. Hybrid connections are constructed by welding of corbel plates to beam end plates where beam longitudin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f875383de31b3f64deef54244034cc18
https://avesis.deu.edu.tr/publication/details/09e9633a-133c-4d09-941f-ab9383d2d417/oai
https://avesis.deu.edu.tr/publication/details/09e9633a-133c-4d09-941f-ab9383d2d417/oai