Zobrazeno 1 - 10
of 56
pro vyhledávání: '"J. Vaseghi Amiri"'
Publikováno v:
Iranica Journal of Energy and Environment, Vol 4, Iss 3, Pp 199-207 (2013)
In this work, rotational components of ground motion acceleration were defined according toimproved method from the corresponding available translational components based on transversely isotropicelastic wave propagation in the soil. With such improv
Externí odkaz:
https://doaj.org/article/6324af4a5392437e832d2f2a8279b403
Publikováno v:
Civil Engineering Infrastructures Journal, Vol 46, Iss 1, Pp 1-14 (2013)
The dynamic response of a transversely isotropic, linearly elastic layer bonded to the surface of a half-space of a different transversely isotropic material under arbitrary shape surface loads is considered. With the help of displacements and stress
Externí odkaz:
https://doaj.org/article/f20eba3060d84e4bac7cb50c908d589f
Publikováno v:
SN Applied Sciences. 2
The current study presents numerical and experimental approaches in the assessment of fracture behavior of self-consolidating concrete beams strengthened with carbon fiber-reinforced polymer (CFRP) lamina. The failure modes, mid-span displacement, an
Publikováno v:
The European Physical Journal Plus. 134
This research is dedicated to the numerical investigation of the fracture behavior of notched self-consolidating concrete (SCC) beams which are strengthened by carbon-fiber-reinforced polymer sheets (CFRP). The beams have been constructed with an ini
Publikováno v:
European Journal of Environmental and Civil Engineering. 22:1341-1363
Current seismic provisions allow structures to experience inelastic deformation as a means of energy dissipation during severe earthquakes. The energy dissipation capacity of a structural system is...
Publikováno v:
Theoretical and Applied Fracture Mechanics. 109:102752
Extended finite element method (XFEM) and time integration by α-method are coupled in the direct integration scheme to study the 2D dynamic fracture of concrete gravity dam-foundation-reservoir interaction. The advantages of XFEM for the strong disp
Publikováno v:
Journal of Materials in Civil Engineering. 29
In this study, the effect of specimen size on compressive strength of self-consolidating concrete (SCC) containing polypropylene (PP) fibers is experimentally examined. Six concrete mixture...
Autor:
Saeed Rabbanifar, J. Vaseghi Amiri, Mohammad Eslami, Iman M. Nikbin, Mohammad Kazemi, M.H.A. Beygi, E. Rahmani
Publikováno v:
Materials & Design. 59:199-210
The popularity of self-compacting concrete (SCC), as an innovative construction materials in concrete industry, has increased all over the world in recent decades. SCC offers a safer construction process and durable concrete structure due to its typi
Publikováno v:
Arabian Journal for Science and Engineering. 39:4391-4403
Rotational components of ground motion including rocking and torsional components have rarely been accounted for in designing and analyzing water storage tanks. In this paper, the effects of these components on the dynamic response of water storage t
Autor:
E. Rahmani, Iman M. Nikbin, Saeed Rabbanifar, M.H.A. Beygi, J. Vaseghi Amiri, S. Rahimi, Mohammad Kazemi
Publikováno v:
Construction and Building Materials. 57:69-80
Self compacting concrete (SCC), as an innovative construction material in concrete industry, offers a safer and more productive construction process due to favorable rheological performance which is caused by SCC’s different mixture composition. Th