Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Sadik Can Girgin"'
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:
Sadik Can Girgin
Publikováno v:
Volume: 31, Issue: 6 10339-10358
Teknik Dergi
Teknik Dergi
Seismic performance evaluation of non-seismically detailed reinforced concrete buildings requires proper analytical modeling approaches for beam-column joints which are most vulnerable parts. This study investigates the influence of beam column joint
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f1fda422ab577c2526850f2ca7f892f7
https://doi.org/10.18400/tekderg.456752
https://doi.org/10.18400/tekderg.456752
Autor:
Sadik Can Girgin
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 24, Iss 3, Pp 384-389 (2018)
Reinforced concrete (RC) structures in earthquake prone regions are designed to achieve the seismic performance objectives. In end regions of RC members, longitudinal reinforcing bars may develop buckling due to high compressive strains under reverse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a8fe3051d5b1445114308d67505e73b
https://doi.org/10.5505/pajes.2017.13549
https://doi.org/10.5505/pajes.2017.13549
Autor:
Sadik Can Girgin
Publikováno v:
Volume: 10, Issue: 3 1177-1186
Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
Dicle Üniversitesi Mühendislik Fakültesi Mühendislik Dergisi
Betonarme elemanlarin cevrimsel ya da tek dogrultudaki yuklemeler altindaki davranisini yansitabilecek sayisal modellerin olusturulmasi, yapi muhendisliginde guncelligini korumaktadir. Depremler sirasinda betonarme binalarda gozlenen hasarlarin kesme
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2ac5d16dc47772bae5ba73ef3c6c3842
https://avesis.deu.edu.tr/publication/details/aefd0641-149e-49a7-aed8-196430fde5ad/oai
https://avesis.deu.edu.tr/publication/details/aefd0641-149e-49a7-aed8-196430fde5ad/oai
Publikováno v:
Latin American Journal of Solids and Structures v.16 n.8 2019
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Latin American journal of solids and structures
Associação Brasileira de Engenharia e Ciências Mecânicas (ABCM)
instacron:ABCM
Self-centering braces, in the current stage of development can accommodate large deformation and force levels. However, there is still a need for improvement of the energy dissipation mechanisms commonly incorporated in these braces. Yield based ener
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::80d2fcddc9aec2e14687956aa7b27e5e
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000800510
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252019000800510
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
Publikováno v:
Earthquake Engineering & Structural Dynamics. 44:677-694
Summary This paper uses nonlinear truss models for the analysis of shear-dominated reinforced concrete (RC) columns subjected to cyclic loading. A previously established method, aimed to the analysis of RC walls, is enhanced to allow simulations of c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::506cc122faf0d3a026285ecafd48ee00
https://doi.org/10.1002/eqe.2480
https://doi.org/10.1002/eqe.2480
Large-scale reinforced concrete frames with five different infill conditions, namely three single-leaf, two double-leaf walls with and without Z-ties, and a bare frame were tested. Under progressively increased in-plane actions, as the main aspect th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a397a2a4bb3325e8915d5d3f01096917
https://avesis.deu.edu.tr/publication/details/6eebf099-164a-486c-948f-0a15d47e5375/oai
https://avesis.deu.edu.tr/publication/details/6eebf099-164a-486c-948f-0a15d47e5375/oai