Zobrazeno 1 - 10
of 42
pro vyhledávání: '"ductile design"'
Publikováno v:
Buildings, Vol 14, Iss 3, p 792 (2024)
This study develops empirical fragility curves for concrete and masonry buildings in Haiti, utilizing data from the 2021 earthquake. A dataset of 3527 buildings from the StEER database, encompassing a diverse range of building types, is used. These b
Externí odkaz:
https://doaj.org/article/be3651e935e0435e9647645751aa5673
Akademický článek
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Publikováno v:
Applied Sciences, Vol 11, Iss 21, p 10019 (2021)
We explored the usage of a response modification factor and overstrength factor for analyzing brittle or ductile failure of anchor system. Parametric studies on the tension and shear behaviors of anchor systems were compared in terms of elastic and d
Externí odkaz:
https://doaj.org/article/c7f6b7e54699468f82df5fceef31e673
Autor:
Ashish Poudel
Ductile design and detailing provisions were revised in 2016 by the Bureau of Indian Standards. It introduced Strong Column Weak Beam Provision (SCWB) for beam-column joint. In this paper, an attempt is done to investigate the influence of SCWB provi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2659::00e8a32a8d5bae200340886853b96b73
https://zenodo.org/record/7984662
https://zenodo.org/record/7984662
Publikováno v:
Frontiers in Built Environment, Vol 4 (2018)
The behavior of steel structures subjected to seismic actions depends directly on the connections behavior. There are two current tendencies for ensuring the structural ductility: allowing the formation of plastic hinges in the beams by using reduced
Externí odkaz:
https://doaj.org/article/57694ce068ff447688a88bac486c577f
Autor:
ÇITIPITIOĞLU, Ahmet Muhtar
Publikováno v:
Volume: 11, Issue: 2 154-164
Karaelmas Fen ve Mühendislik Dergisi
Karaelmas Fen ve Mühendislik Dergisi
Yer hareketleri altındaki bir binanın taşıyıcı yapı sisteminin tasarımında Türkiye Bina Deprem Yönetmeliği’nde belirlenenperformans hedefini sağlamak için sünek tasarım ilkeleri esastır. Yönetmelikler, deprem yükleri etkisindeki
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=tubitakulakb::799d26f92b41ef301a74d54ed829aed3
https://dergipark.org.tr/tr/pub/karaelmasfen/issue/66240/896626
https://dergipark.org.tr/tr/pub/karaelmasfen/issue/66240/896626
Publikováno v:
Applied Sciences
Volume 11
Issue 21
Applied Sciences, Vol 11, Iss 10019, p 10019 (2021)
Volume 11
Issue 21
Applied Sciences, Vol 11, Iss 10019, p 10019 (2021)
We explored the usage of a response modification factor and overstrength factor for analyzing brittle or ductile failure of anchor system. Parametric studies on the tension and shear behaviors of anchor systems were compared in terms of elastic and d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ff41806b7bc7eb9d6cd7224fea22747b
https://doi.org/10.3390/app112110019
https://doi.org/10.3390/app112110019
Akademický článek
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Publikováno v:
Engineering Structures. 141:144-158
Steel frames with reinforced concrete infill walls (SRCW) are an interesting seismic-resistant structural solution. However, an effective seismic design of SRCWs is not easy due to the current lack of specific capacity design rules that allow control
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dd4b74a4f3f21abf2150f7facc81594b
https://doi.org/10.1016/j.engstruct.2017.03.019
https://doi.org/10.1016/j.engstruct.2017.03.019