Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Onur MERTER"'
Autor:
Taner Uçar, Onur Merter
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 24, Iss 3, Pp 350-361 (2018)
Yapı sistemlerinin doğrusal olmayan analizi ve tasarımında enerji kavramına dayalı hesaplamalar, yer değiştirme esaslı yöntemlere bir alternatif olarak gelişmektedir. Enerjiye dayalı yapı tasarımı aynı zamanda yer değiştirme kavram
Externí odkaz:
https://doaj.org/article/71500e4e59eb4a0aa92408e7372bb02d
Autor:
Onur MERTER, Taner UÇAR
Publikováno v:
Pamukkale University Journal of Engineering Sciences, Vol 24, Iss 3, Pp 350-361 (2018)
Yapı sistemlerinin doğrusal olmayan analizi ve tasarımında enerji kavramına dayalı hesaplamalar, yer değiştirme esaslı yöntemlere bir alternatif olarak gelişmektedir. Enerjiye dayalı yapı tasarımı aynı zamanda yer değiştirme kavram
Externí odkaz:
https://doaj.org/article/2eb1b3530fb945a4b8e59a02daa49bc8
Autor:
Emre Çağlar Çelik, Onur Merter
Publikováno v:
Stavební obzor - Civil Engineering Journal. 32:42-53
The damping ratio is an important parameter in dynamic analyses and plays a key role in the design of building structures. Elastic response spectra are widely used in this design to describe the earthquake action in specific site classes. 5% damped r
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::79babb20ee5dcecf89b23d72550d5d35
https://doi.org/10.14311/cej.2023.01.0004
https://doi.org/10.14311/cej.2023.01.0004
Autor:
Onur Merter, Taner Uçar
Gauss-Newton algorithm is originally applied for estimating constant-ductility energy factor spectra of near- and far-fault ground motions. First, constant-ductility energy factors are clarified, a three-parameter exponential equation relating energy
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1ed86119263564b8fa0288f3bb9d9871
https://avesis.deu.edu.tr/publication/details/5254b813-1afa-4fc4-93f7-5fd2021a20b9/oai
https://avesis.deu.edu.tr/publication/details/5254b813-1afa-4fc4-93f7-5fd2021a20b9/oai
Autor:
Onur Merter, Taner Uçar
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030739317
© 2021, The Author(s), under exclusive license to Springer Nature Switzerland AG.In energy-based seismic design of structures, ground motion effect is considered as an energy input to the systems. Consistent development of input energy spectra is of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::629b6c383052712c582f81f79d9738c2
https://doi.org/10.1007/978-3-030-73932-4_9
https://doi.org/10.1007/978-3-030-73932-4_9
Autor:
Onur Merter, Taner Uçar
Publikováno v:
Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Vol 22, Iss 2, Pp 364-374 (2018)
Volume: 22, Issue: 2 364-374
Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi
Volume: 22, Issue: 2 364-374
Süleyman Demirel Üniversitesi Fen Bilimleri Enstitüsü Dergisi
In energy-based seismic design approach, earthquake ground motion is considered as an energy input to structures. The earthquake input energy is the total of energy components such as kinetic energy, damping energy, elastic strain energy and hysteret
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4087858b73f9bb101de54ec2b4b0e2b
http://dergipark.org.tr/sdufenbed/issue/38975/456304?publisher=sdu-1
http://dergipark.org.tr/sdufenbed/issue/38975/456304?publisher=sdu-1
Autor:
Onur Merter, Taner Uçar
Publikováno v:
Earthquake Engineering and Engineering Vibration. 17:149-163
A modified energy-balance equation accounting for P-delta effects and hysteretic behavior of reinforced concrete members is derived. Reduced hysteretic properties of structural components due to combined stiffness and strength degradation and pinchin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::88a5b0ab1891a5c09429d9c2982fb4ee
https://doi.org/10.1007/s11803-018-0431-3
https://doi.org/10.1007/s11803-018-0431-3
Autor:
Taner Uçar, Onur Merter
Publikováno v:
Pamukkale University Journal of Engineering Sciences. 24:350-361
Energy-based approaches are developed as an alternative to displacement-based methods in nonlinear analysis and design of structures. The structural design methodology based on energy concepts incorporates the displacement concept simultaneously and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::adc685e16b7fe6d4b6b0ec08a6fac7b3
https://doi.org/10.5505/pajes.2017.28566
https://doi.org/10.5505/pajes.2017.28566
Autor:
Onur Merter, Taner Uçar
Publikováno v:
Arabian Journal for Science and Engineering. 42:3761-3777
Determination of capacities of structural members, both in terms of strength and deformation, and estimation of seismic demand are essential issues in earthquake-resistant design. In energy-based design and evaluation, both the structural capacity an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d7c259704a257f56f755d2ab8d0a633e
https://doi.org/10.1007/s13369-017-2461-y
https://doi.org/10.1007/s13369-017-2461-y
Autor:
Taner Uçar, Onur Merter
Publikováno v:
Advances in Structural Engineering. 18:1747-1761
This article proposes a new approach to predict the plastic drifts and damage states of reinforced concrete frame type structures subjected to monotonic loading. The approach uses plastic energy demand graphs which are determined from nonlinear time
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::628575124d43e9fadf164cae3e66b4c7
https://doi.org/10.1260/1369-4332.18.10.1747
https://doi.org/10.1260/1369-4332.18.10.1747