Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Mohammed J. Hamood"'
Publikováno v:
Results in Engineering, Vol 22, Iss , Pp 102023- (2024)
The aim of this paper is to give a comprehensive awareness of some substantial factors including the influences of the embedment level of a building and the presence of dead loading which affect the structure-soil-structure interaction (SSSI) of near
Externí odkaz:
https://doaj.org/article/28e7e9557bb94fc883fb575fa7f24aab
Autor:
Saba M. Sabih, Salam J. Hilo, Mohammed J. Hamood, Salih S. Salih, Marwah M. Faris, Maysam A. Yousif
Publikováno v:
Buildings, Vol 14, Iss 2, p 441 (2024)
Hollow and concrete-filled steel tubes (CFSTs) are extensively employed as columns in various structural systems, yet they are susceptible to local buckling under axial compression loading. Local buckling tends to manifest near the column ends where
Externí odkaz:
https://doaj.org/article/c803e26675524ad7a22ffed00b8e111e
Structural Performance of Internally Stiffened Double-Skinned Profiled Composite Walls with Openings
Autor:
Salam J. Hilo, Mohammed J. Hamood, Alaa Hussein Al-Zuhairi, Ahmed W. Al Zand, A. B. M. A. Kaish, Mustafa M. Ali, Marwah M. Faris, Wan Hamidon W. Badaruzzaman
Publikováno v:
Buildings, Vol 13, Iss 6, p 1499 (2023)
The double-skin profiled composite wall (DSPCW) system, filled with concrete material, is favorable in modern structures due to its high strength and ductility. Openings may be required within this composite wall (DSPCW) for various reasons, similar
Externí odkaz:
https://doaj.org/article/d3919e0f604447c4b5cfab0fcb0a9e0f
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00702- (2021)
The effect of using basalt fibers in the matrix of ultra-high performance concrete (UHPC) T-beam on the diagonal crack-load and ultimate shear capacity was investigated experimentally. The results compared to similar T-beam containing steel fibers in
Externí odkaz:
https://doaj.org/article/9d15e24243f341a28db9411245bfa874
Publikováno v:
Engineering and Technology Journal, Vol 34, Iss 9A, Pp 1755-1766 (2016)
An attempt has been made during the present study to understand the behavior of reinforced concrete structures considering soil structure interaction. A multistoried frame building subjected to seismic forces are modeled and analyzed through the fini
Externí odkaz:
https://doaj.org/article/72dfbb39d3154a9fb4de27d964171e8d
Publikováno v:
Diyala Journal of Engineering Sciences, Vol 11, Iss 2 (2018)
This paper presents an experimental investigation on the behavior of bubbled wide reinforced concrete beams with different shear steel plate spacing. Four specimens with the dimensions of 215x560x1800mm are investigated. The variables studied in this
Externí odkaz:
https://doaj.org/article/e5b89360ad8a45e1b1b2fb8cd3f9fad7
Publikováno v:
Engineering and Technology Journal, Vol 33, Iss 5A, Pp 1272-1283 (2015)
The paper deals with behavior of machine foundation on elastic foundation. The finite elements approach through ANSYS (version 11) computer software is used for simulation of the dynamic response of the foundation under harmonic loading. As a case st
Externí odkaz:
https://doaj.org/article/2c1057d7fe054bc2a219229bd49f0be8
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 4, Pp 1007-1027 (2014)
In this study, nonlinear three-dimensional finite element analysis has been used to conduct a numerical investigation of the effect of applied impact load on the foundation based on sandy soil using the finite element method by ANSYS (Version 11) com
Externí odkaz:
https://doaj.org/article/6338c1b27ac24c60b85aff369dbee295
Publikováno v:
Engineering and Technology Journal, Vol 32, Iss 1A, Pp 132-153 (2014)
Dynamic effects of the machines play a major role in sizing of the foundation where conditions, like resonance is avoided by varying the stiffness and the mass of the structure which leads to modifications in foundation sizes. In this paper, a piled
Externí odkaz:
https://doaj.org/article/f20206a4d0464b61a357754d388e9ec4
Simulation of Behavior of Plate on Elastic Foundation under Impact Load by the Finite Element Method
Publikováno v:
Engineering and Technology Journal, Vol 31, Iss 19, Pp 44-58 (2013)
Transient response and vibrations of an elastic plate resting on sandy soil are presented. Plates are commonly used structural elements and are subjected to wide variety of static and dynamic loads. Such studies are of particular interest in analytic
Externí odkaz:
https://doaj.org/article/18d787ac81f341c19693fa84951f5c53