Zobrazeno 1 - 10
of 19
pro vyhledávání: '"Erdem, Muhammet Musab"'
Publikováno v:
In Engineering Failure Analysis March 2014 38:25-37
Autor:
Erdem, Muhammet Musab
Yapı tasarımında genellikle dolgu duvarların sağladığı yanal rijitlik ihmal edilmektedir. Hesaplara yalnızca ölü yük olarak dahil edilen dolgu duvarlar, çerçevelerin yanal direncini, rijitliğini ve enerji tüketimini önemli ölçüde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4723::f4e89a3ecb15ae2e5f10739e0255ff3f
https://hdl.handle.net/20.500.12508/1897
https://hdl.handle.net/20.500.12508/1897
Publikováno v:
Volume: 3, Issue: 1 24-28
Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi
1 Ocak 2019 tarihinde Türkiye Bina Deprem Yönetmeliği’nin yürürlüğe girmesi ile dolgu duvarlı çerçevelerin göreli kat öteleme sınırları güncellenmiş ve uygulamaya yönelik yenilikler getirilmiştir. Bu çalışmada, yeni bir yakla
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::fbda6662cfdf2f8059b4d5ee7a41a9d8
https://dergipark.org.tr/tr/pub/okufbed/issue/54934/658017
https://dergipark.org.tr/tr/pub/okufbed/issue/54934/658017
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Akademický článek
Tento výsledek nelze pro nepřihlášené uživatele zobrazit.
K zobrazení výsledku je třeba se přihlásit.
K zobrazení výsledku je třeba se přihlásit.
Autor:
Erdem, Muhammet Musab, Bikçe, Murat
Relative storey drifts is limited by earthquake codes for earthquake safety of structures. In 2016Turkish Earthquake Code (TEC 2016), which has yet in draft, the criteria for delimitation ofrelative story drifts have been specified. Compared to the p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4723::fee2030a4037fffe7304baeedf7f07b3
https://hdl.handle.net/20.500.12508/1016
https://hdl.handle.net/20.500.12508/1016
Autor:
Erdem, Muhammet Musab, Bikçe, Murat
During the earthquake motion, limitation of storey drifts of is important. Maximum storey driftsfor the structures to be constructed in our country has been restricted by Turkish EarthquakeCode (TEC) which is in force since 2007, according to the pro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______4723::f1e37637c9b4635f9c9c4055f7011f5f
https://hdl.handle.net/20.500.12508/1012
https://hdl.handle.net/20.500.12508/1012
Autor:
ERDEM, Muhammet Musab, BİKÇE, Murat
Publikováno v:
Volume: 32, Issue: 2 253-262
Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi
Çukurova Üniversitesi Mühendislik-Mimarlık Fakültesi Dergisi
Maximum relative floor displacements are one of the basic parameters that are limited by the regulationsin terms of safety for the regulations. According to the Regulation on the Turkish Earthquake Code (TEC)2007 which are currently in force in our c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=tubitakulakb::53919b17915ebf520b1aeb61b00a8972
https://dergipark.org.tr/tr/pub/cukurovaummfd/issue/32170/358430
https://dergipark.org.tr/tr/pub/cukurovaummfd/issue/32170/358430
Infill walls, which are generally assumed as dead loads in building design, affect the lateral resistance, stiffness, and energy consumption of the frames. Investigations conducted after earthquakes show that the infill walls, whose effects are negle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::93b1e1521fac749925fcc0258507c707
https://hdl.handle.net/20.500.12508/2101
https://hdl.handle.net/20.500.12508/2101
Autor:
Muhammet Musab Erdem, Murat Bikçe
In the modelling and simulation of reinforced concrete structures, accurate definition of material properties is important in terms of obtaining precise results. Among the parameters defining the behaviour of concrete in structural analyses, stress
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5a62769d0e3ff1fbef19673f86462ef3
https://hdl.handle.net/20.500.12508/1891
https://hdl.handle.net/20.500.12508/1891