Zobrazeno 1 - 10
of 28
pro vyhledávání: '"N.M. Yossef"'
Publikováno v:
Structures. 34:3915-3930
The load/deflection behavior of plate girders was investigated both analytically and numerically. The load/deflection values in the pre-buckling and post-buckling stages were calculated by an analytical approach presented in the literature, using the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8beb292001f1f6a314f89fc058885c37
https://doi.org/10.1016/j.istruc.2021.10.016
https://doi.org/10.1016/j.istruc.2021.10.016
Publikováno v:
Engineering Structures. 288:116212
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fdb47ff3164c1f99ff2c9f421acbe70a
https://doi.org/10.1016/j.engstruct.2023.116212
https://doi.org/10.1016/j.engstruct.2023.116212
Autor:
N.M. Yossef
Publikováno v:
Structures. 24:400-414
Innovative steel girders with corrugated webs have been recently developed utilizing advances in the fabrication and manufacturing technology. Additionally, horizontal curved web panels in curved steel girders have been incorporated into a variety of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8311c73eb2b246316dc7dd898825ed05
https://doi.org/10.1016/j.istruc.2020.01.028
https://doi.org/10.1016/j.istruc.2020.01.028
Publikováno v:
Asian Journal of Civil Engineering. 21:533-542
This investigation aims at establishing design guidelines for various limit states of concrete beams with profiled steel sheath encasement. This type is used when weldability is not suitable for thin sheets to form tubular sections. For concrete-fill
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2fb9fa7cfc5d047cba665c99e94b139
https://doi.org/10.1007/s42107-020-00226-2
https://doi.org/10.1007/s42107-020-00226-2
Akademický článek
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Publikováno v:
Journal of Constructional Steel Research. 148:756-767
Arched beams with cellular openings (referred to here as arched cellular beams) are used as roof beams with several practical advantages and architectural-appearance requirements. This paper presents a discussion regarding the performance of arched c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49be43ec6a2e4796daf5efd8d37f1ed6
https://doi.org/10.1016/j.jcsr.2018.06.029
https://doi.org/10.1016/j.jcsr.2018.06.029
Publikováno v:
Thin-Walled Structures. 113:217-227
This paper presents a serial of test results of beam-high performance fiber reinforced CFST column joints (beam-HPFR CFST column joints). A total of four exterior joints specimens are tested experimentally. The test parameters are the thickness of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35f861d9631aacfe6c6e3bb227361e72
https://doi.org/10.1016/j.tws.2017.01.026
https://doi.org/10.1016/j.tws.2017.01.026
Autor:
N.M. Yossef, Salah El-Din F. Taher
Publikováno v:
Practice Periodical on Structural Design and Construction. 24
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2ce4433d389f9b2330e780ea31e77cda
https://doi.org/10.1061/(asce)sc.1943-5576.0000409
https://doi.org/10.1061/(asce)sc.1943-5576.0000409
Publikováno v:
IOP Conference Series: Materials Science and Engineering. 974:012012
Numerical analysis for the load/deflection behavior of thin-web plate girders have been studied in this paper using a finite element program. An analytical approach presented in literature was discussed, and hence, it was used to calculate the load/d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5881811e1693738c01152f70e06a463c
https://doi.org/10.1088/1757-899x/974/1/012012
https://doi.org/10.1088/1757-899x/974/1/012012
Akademický článek
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