Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Muhammed Alperen Ozdemir"'
Publikováno v:
Engineering Failure Analysis. 94:195-213
Performance-based assessment (PBA) has become a matter of emphasis for multi-story unreinforced masonry (URM) buildings recently. It is however very hard to assess the performance of the multi-story URM buildings because of their complex engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c075c4767a228d2cd859b841360ce9d7
https://doi.org/10.1016/j.engfailanal.2018.08.002
https://doi.org/10.1016/j.engfailanal.2018.08.002
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
Publikováno v:
International Journal of Intelligent Systems and Applications in Engineering; 2017: Special Issue; 21-25
The compressive strength factor in civil engineering is a very important parameter used to determine the performance of structures. The stability of structures can be tested with this parameter which is used to measure the performance of concrete und
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4ac5762432e697e3d64041c65efadef
https://www.ijisae.org/index.php/IJISAE/article/view/620
https://www.ijisae.org/index.php/IJISAE/article/view/620
The ultimate deformation capacity assigned to structural elements of reinforced concrete structures is an essential parameter in the determination of their structural performance especially under seismic attack. Various ultimate deformation capacity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6da9200590812b3e71e994a1c016ded2
https://aperta.ulakbim.gov.tr/record/49137
https://aperta.ulakbim.gov.tr/record/49137
Autor:
İlker Kazaz, Muhammed Alperen Ozdemir
Publikováno v:
Eskişehir Teknik Üniversitesi Bilim ve Teknoloji Dergisi B-Teorik Bilimler
Predicting the deformation capacities of reinforced concrete columns is necessary for seismic evaluation of existing and new buildings. These deformation capacities have been set in terms of the rotation angle in EC-8 (2005) and ASCE/SEI 41 (2013) an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b4746fbe92ed89832caeb0748a522d07
https://dergipark.org.tr/tr/pub/estubtdb/issue/42755/516091
https://dergipark.org.tr/tr/pub/estubtdb/issue/42755/516091