Zobrazeno 1 - 10
of 11
pro vyhledávání: '"Magdy A. Tayel"'
Publikováno v:
ERJ. Engineering Research Journal. 44:415-425
Building Information Modeling has recently spread worldwide and is commonly used in construction projects. Whereas in Egypt, despite the fact of the increased awareness of the BIM, the actual use of BIM by consultants and contractors remains limited.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d8d11294094135ab622a3813aeac158e
https://doi.org/10.21608/erjm.2021.69463.1088
https://doi.org/10.21608/erjm.2021.69463.1088
Publikováno v:
ERJ. Engineering Research Journal. 44:33-41
In the seismic analysis of a structure resting on the ground, the response of the sub-soil affects the response of the structure and vice versa. Also, the structure displacements and the ground displacements are not independent of each other. This ph
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::830525eddf3c302eb2c88f6f315e1f0e
https://doi.org/10.21608/erjm.2021.35355.1027
https://doi.org/10.21608/erjm.2021.35355.1027
Publikováno v:
MEJ. Mansoura Engineering Journal. 29:46-61
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8319bd413a4e00debcd162643e05045
https://doi.org/10.21608/bfemu.2020.132433
https://doi.org/10.21608/bfemu.2020.132433
Publikováno v:
Asian Journal of Civil Engineering. 21:421-435
An experimental program was designed to elucidate the structural behavior of two-way solid slabs with different supporting beams under uniform load up to failure. The experimental program comprised molding and testing nine solid slabs with different
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e8c159fa314de968ae19c8ac2111b144
https://doi.org/10.1007/s42107-019-00217-y
https://doi.org/10.1007/s42107-019-00217-y
Publikováno v:
The International Conference on Civil and Architecture Engineering. 12:1-18
The current paper investigates the problem of structural progressive collapse.A two-bay small scale reinforced concrete frame has been casted without the intermediate column and dynamically-loaded until failure in order to investigate its behavior an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8fee359deed21c37ffd455292ee59a9
https://doi.org/10.21608/iccae.2018.30018
https://doi.org/10.21608/iccae.2018.30018
Publikováno v:
ERJ. Engineering Research Journal. 40:325-329
A hollow core slab is a precast prestressed concrete member with longitudinal hollow cores that reduce its self-weight. This paper presents the effects of openings on flexural and shear behavior of precast prestressed hollow core slabs. Three full-sc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0464a5d1617477b1f37f12259da75866
https://doi.org/10.21608/erjm.2017.66358
https://doi.org/10.21608/erjm.2017.66358
Publikováno v:
MATEC Web of Conferences, Vol 162, p 04025 (2018)
Punching shear failure is a major problem encountered in the design of reinforced concrete flat slabs. The utilization of shear reinforcement via shear studs or other means has become a choice for improving the punching shear capacity. In this study,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7e788402249503bc9bbc09a314226e87
https://doi.org/10.1051/matecconf/201816204025
https://doi.org/10.1051/matecconf/201816204025
Autor:
Magdy A. Tayel, Medhat A. Haroun
Publikováno v:
Earthquake Engineering & Structural Dynamics. 13:583-595
A method for analyzing the earthquake response of elastic, cylindrical liquid storage tanks under vertical excitations is presented. The method is based on superposition of the free axisymmetrical vibrational modes obtained numerically by the finite
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::30e00d19e05a68e08650d82520fb6731
https://doi.org/10.1002/eqe.4290130503
https://doi.org/10.1002/eqe.4290130503
Autor:
Medhat A. Haroun, Magdy A. Tayel
Publikováno v:
Journal of Engineering Mechanics. 111:329-345
With few exceptions, current seismic design codes for ground‐based cylindrical tanks neglect the effect of vertical ground acceleration. Such motion can be transmitted, in a flexible tank, into radial pulsations of the tank wall resulting in additi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2be925669565e065baf4fa6ef5b77b70
https://doi.org/10.1061/(asce)0733-9399(1985)111:3(329)
https://doi.org/10.1061/(asce)0733-9399(1985)111:3(329)
Autor:
Magdy A. Tayel, Medhat A. Haroun
Publikováno v:
Journal of Engineering Mechanics. 111:346-358
An analytical method for the computation of the axisymmetrical dynamic characteristics of partly-filled cylindrical tanks is presented. The liquid is assumed to be inviscid and incompressible. The tank shell is assumed to be of constant thickness and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2d671c3fb0cf188c797d0357a5fc0fb8
https://doi.org/10.1061/(asce)0733-9399(1985)111:3(346)
https://doi.org/10.1061/(asce)0733-9399(1985)111:3(346)