Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Semih Erhan"'
Autor:
Mahmoud Jahjouh, Semih Erhan
Publikováno v:
Bridge Structures. 18:101-111
This study investigates the effect of superstructure configuration on the optimum design of slab on Precast I (PCI) girder bridges. For this purpose, more than 20,000 bridge cases of varying superstructure configurations are considered to investigate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ccfd2d952383627a07c1c07ef7495688
https://doi.org/10.3233/brs-220203
https://doi.org/10.3233/brs-220203
Optimization of prestressed concrete bridge girder section using a modified harmony search algorithm
Autor:
Mahmoud Jahjouh, Semih Erhan
Publikováno v:
Structures. 46:625-636
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8b043745e3a4f470a012fadcf49234e
https://doi.org/10.1016/j.istruc.2022.10.093
https://doi.org/10.1016/j.istruc.2022.10.093
Autor:
Semih Erhan, Murat Dicleli
Publikováno v:
Bulletin of Earthquake Engineering. 15:4163-4191
In this paper practical techniques are introduced for detailed modeling of soil–pile and soil–abutment interaction effects for integral bridges (IBs). Furthermore, a parametric study is conducted to determine appropriate structural configurations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::71cb336961e18f426ff03613ccfce080
https://doi.org/10.1007/s10518-017-0123-9
https://doi.org/10.1007/s10518-017-0123-9
Autor:
Semih Erhan, Murat Dicleli
Publikováno v:
Soil Dynamics and Earthquake Engineering. 66:42-55
In this study, the effect of soil–structure modeling assumptions and simplifications on the seismic analyses results of integral bridges (IBs) is investigated. For this purpose, five structural models of IBs are built in decreasing levels of comple
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cd7b3cef6b6ae783aa6f80aadb1f818a
https://doi.org/10.1016/j.soildyn.2014.06.033
https://doi.org/10.1016/j.soildyn.2014.06.033
Autor:
Murat Dicleli, Semih Erhan
Publikováno v:
Bridge Structures. 9:185-190
Under the effect of medium and large intensity ground motions, the seismically-induced lateral cyclic displacements in steel H-piles of integral bridges (IBs) could be considerable. As a result, the piles may experience cyclic plastic deformations fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::54995663a337f3d0159f9f9e3e66babe
https://doi.org/10.3233/brs-130064
https://doi.org/10.3233/brs-130064
Autor:
Semih Erhan, Larry D. Greller
Publikováno v:
International Journal of Peptide and Protein Research. 6:175-181
Comparison of amino acid sequences of ancestrally unrelated proteins as well as a particular protein with itself, using a sliding match performed by a computer (Greller & Erhan, previous paper), reveals the presence of certain repeating sequences. Fu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bbe5b4e80c92db223901be83528ac46a
https://doi.org/10.1111/j.1399-3011.1974.tb02376.x
https://doi.org/10.1111/j.1399-3011.1974.tb02376.x
Publikováno v:
International Journal of Peptide and Protein Research. 9:5-10
When the primary structure of bovine trypsinogen is searched for the existence of regularities, according to Greller & Erhan (1974), one finds eight pairs of peptides, arranged in a symmetrical pattern along the molecule. These peptides cover 49% of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::709995e82342f792a60c80f836afc2e8
https://doi.org/10.1111/j.1399-3011.1977.tb01831.x
https://doi.org/10.1111/j.1399-3011.1977.tb01831.x
Autor:
Semih Erhan, Murat Dicleli
Publikováno v:
Journal of Bridge Engineering. 13:527-539
This study is aimed at investigating the effect of soil — structure interaction and substructure properties at the abutments on the distribution of live-load effects in integral abutment bridge (IAB) components. For this purpose, numerous 3D and co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a1265c69a78a428d532883a21fbccf9
https://doi.org/10.1061/(asce)1084-0702(2008)13:5(527)
https://doi.org/10.1061/(asce)1084-0702(2008)13:5(527)
Autor:
Semih Erhan, Murat Dicleli
In this study, the seismic performance of integral and conventional bridges is compared particularly considering the differences at their abutments. For this purpose, three existing integral bridges with one, two and three spans are selected and then
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::00b47c97600de2a11641b318716dc518
https://hdl.handle.net/11511/34746
https://hdl.handle.net/11511/34746
Autor:
Murat Dicleli, Semih Erhan
In this study, the effect of foundation soil stiffness on the seismic performance of integral bridges (IBs) is investigated. For this purpose, nonlinear structural models of a two-span IB with four different foundation soil stiffness types (loose, me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::afccc2a96ff3ca6307d6c94016a66915
https://hdl.handle.net/11511/35505
https://hdl.handle.net/11511/35505