Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Mohammed A. Alrubaidi"'
Publikováno v:
مجلة الدراسات الاجتماعية, Vol 27, Iss 1, Pp 125-157 (2021)
This study aimed to assess the impact of information technology risks on security of information systems by following an analytical method based on the structural equation modeling (SEM). The study population was seven telecommunication companies in
Externí odkaz:
https://doaj.org/article/94ef8b6b6fad410b9a362bcf5369fc2f
Publikováno v:
مجلة الدراسات الاجتماعية, Vol 26, Iss 2, Pp 83-103 (2020)
This study aimed at investigating the relationship between the criteria for granting bank credit and the quality of the audited financial statements by conducting a field study in traditional banks in the Republic of Yemen. In order to achieve this o
Externí odkaz:
https://doaj.org/article/da2c1bda4a524198a28b4dd8cd6b747a
Publikováno v:
Journal of King Saud University: Engineering Sciences, Vol 33, Iss 6, Pp 386-395 (2021)
In the present study, the consequences and effects of CFRP-strengthening on the dynamic response of a seismically deficient building were investigated under the ground motion acceleration of selected earthquake using pushover and nonlinear time histo
Publikováno v:
مجلة الدراسات الاجتماعية, Vol 27, Iss 1, Pp 125-157 (2021)
This study aimed to assess the impact of information technology risks on security of information systems by following an analytical method based on the structural equation modeling (SEM). The study population was seven telecommunication companies in
Publikováno v:
Journal of Social Studies. 26:83-103
This study aimed at investigating the relationship between the criteria for granting bank credit and the quality of the audited financial statements by conducting a field study in traditional banks in the Republic of Yemen. In order to achieve this o
Autor:
Mohammed A. Alrubaidi, Hussein M. Elsanadedy, Yousef A. Al-Salloum, Tarek H. Almusallam, Rizwan A. Iqbal
Publikováno v:
Engineering Structures. 161:146-160
Being one of the most critical scenarios in extreme events such as blast attacks, the progressive collapse of reinforced concrete (RC) structures has attracted the attention of structural engineering community. As precast concrete buildings are defic
Autor:
Mohammed A. Alrubaidi, Hussein M. Elsanadedy, Tarek H. Almusallam, Husain Abbas, Yousef A. Al-Salloum
Publikováno v:
Journal of Constructional Steel Research. 179:106533
In this research, the risk of progressive collapse of 2D and 3D single story one-third scale steel frame assemblies having shear beam-column connections was experimentally investigated under middle column loss event. The 2D assembly comprised two bea
Autor:
Mohammed A. Alrubaidi, Hussein M. Elsanadedy, Husain Abbas, Yousef A. Al-Salloum, Tarek H. Almusallam
Publikováno v:
Journal of Building Engineering. 34:101875
Compared to monolithic reinforced concrete (RC) buildings, precast RC buildings are more prone to the risk of progressive collapse. Therefore, there is a need for efficient methods to strengthen beam-column joints in existing precast structures for m
Autor:
Yousef A. Al-Salloum, Tarek H. Almusallam, Mohammed A. Alrubaidi, Nadeem A. Siddiqui, Hussein M. Elsanadedy, Husain Abbas
Publikováno v:
Construction and Building Materials. 268:121130
This study aims at investigating the efficacy of using an innovative hybrid strengthening technique composed of near-surface mounted (NSM) steel rebars along with fiber reinforced polymer (FRP) sheets to prevent (or diminish) the risk of progressive
Autor:
Mohammed A. Alrubaidi, Tarek H. Almusallam, Husain Abbas, Yousef A. Al-Salloum, Hussein M. Elsanadedy
Publikováno v:
Thin-Walled Structures. 154:106875
This paper investigated experimentally the progressive collapse risk of three one-third scale single story, two-bay steel frames under column-loss event. Progressive collapse was simulated by applying a vertical loading on the middle column. In these