Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Hassan Ghatass"'
Publikováno v:
Port Said Engineering Research Journal, Vol 28, Iss 2, Pp 1-17 (2024)
Underground concrete structures are widely used in mega construction projects in newly developed areas in Egypt, especially in East Port Said. Designing these structures considering such site conditions in Port Said soil is an engineering challenge.
Externí odkaz:
https://doaj.org/article/b318918d9e88454bb4eddcee5c407378
Publikováno v:
Port Said Engineering Research Journal, Vol 27, Iss 1, Pp 27-34 (2023)
In this paper an experimental and numerical investigations were performed to study the performance of partially jacketed R.C. columns subjected to both axial and lateral loads. The current research also investigates the effect of the lateral load dir
Externí odkaz:
https://doaj.org/article/7c8b2967454f4dba9cdd83ccb2af38f5
Publikováno v:
Port Said Engineering Research Journal, Vol 22, Iss 1, Pp 82-89 (2018)
Construction materials constitute a major cost component in any construction project. The total cost of installed materials (or value of the materials) may be 50% or more of the total cost. Cost estimating is an assessment of the expected cost of any
Externí odkaz:
https://doaj.org/article/23078475e40744bc8e38302b2bb6dd82
Publikováno v:
Port Said Engineering Research Journal, Vol 22, Iss 1, Pp 52-62 (2018)
Ferrocement gained an increasing research effort in the last decades due to its low weight and different uses in the developing countries. Ferrocement elements can be used as roofing, flooring elements, or either framed structures. This research pres
Externí odkaz:
https://doaj.org/article/d09be1f3230b4c608cbeae990e72b97b
Publikováno v:
Port Said Engineering Research Journal, Vol 21, Iss 2, Pp 231-240 (2017)
A nonlinear strain compatibility model is considered to investigate the behavior of reinforced concrete deep beams. It is based on satisfying equilibrium of stresses and compatibility of strains at all layers of the beam cross-section. A VISUAL BASIC
Externí odkaz:
https://doaj.org/article/1fe7ac7cce8f4898bf7db82a7db04882
Publikováno v:
Port Said Engineering Research Journal, Vol 20, Iss 2, Pp 64-80 (2016)
Design of economic seismic resisting structural systems with an acceptable safety margin requires continuous improvements for the available numerical models and analysis tools. In this work, an improved reinforced concrete membrane element based on t
Externí odkaz:
https://doaj.org/article/57f70c17fb324fdb8a8d01f84ea90d79
Publikováno v:
Port Said Engineering Research Journal, Vol 20, Iss 2, Pp 27-39 (2016)
Most of soil structure interaction methods for analyzing large-section supports such as barrette foundation modeling the barrette and surrounding soil using 3D FE model. In which, the model leads to a large finite element mesh of a large system of li
Externí odkaz:
https://doaj.org/article/126cefc98d5e40ebbe11f5705946851c
Publikováno v:
Port Said Engineering Research Journal, Vol 20, Iss 2, Pp 40-53 (2016)
flexibility-based reinforced concrete beam column element is developed to study the nonlinear static and dynamic response of reinforced concrete seismic resisting frames. To model beam to column flexible connections and rigid zones that formed from b
Externí odkaz:
https://doaj.org/article/5d6a169315734c32bd39dd8419a4ab3a
Publikováno v:
Port Said Engineering Research Journal, Vol 17, Iss 1, Pp 88-99 (2013)
A finite segment numerical model, in the form of a computer program, for tracing the behavior of reinforced concrete (RC) beams from the initial loading stage up to failure is presented. The material nonlinear behavior is taken into account for both
Externí odkaz:
https://doaj.org/article/3212dabb30864a5e8128c305e9287d95
Publikováno v:
Port-Said Engineering Research Journal. 22:52-62
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6ddada4cbb366403643824422e9febc2
https://doi.org/10.21608/pserj.2018.32291
https://doi.org/10.21608/pserj.2018.32291