Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Salam Al-Rubaye"'
Autor:
Salam Al-Rubaye, Marc Maguire
Publikováno v:
MethodsX, Vol 10, Iss , Pp 102182- (2023)
Full-scale testing of structural components can be time consuming and difficult. The design of full-scale slender concrete walls is highly influenced and controlled by second-order and out-of-plane bending loads. Previous experiments on out-plane ben
Externí odkaz:
https://doaj.org/article/716c9b5db5d1472081c1a20e183f2a35
Publikováno v:
Materials; Volume 16; Issue 11; Pages: 4160
Insulated concrete sandwich wall panels (ICSWPs) are gaining popularity as energy regulations become stricter worldwide. ICSWPs are now being constructed with thinner wythes and thicker insulation to keep up with the changing market, which is reducin
Publikováno v:
Journal of Structural Engineering. 148
Publikováno v:
Structures. 23:459-471
Engineers must design load-bearing panels to handle gravity loads, out-of-plane loads and deformations due to thermal bowing. Outside of finite element analysis (FEA), there is currently no codified or well-accepted design or analysis method within t
Publikováno v:
Journal of Composites for Construction. 26
Autor:
Marc Maguire, Salam Al-Rubaye
Publikováno v:
UNL Digital Commons.
This research project was initiated to investigate the behavior of load-bearing concrete insulated wall (CIP) panels for use in tilt-up construction. The primary objective was to understand the inelastic behavior of these panels so that engineers cou
Publikováno v:
Journal of Structural Engineering. 147
This paper presents an iterative sandwich beam theory (ISBT) and a simplified version suitable for the design termed simplified sandwich beam theory (SSBT) used to predict the elastic mecha...
Publikováno v:
PCI Journal. 63
Autor:
Fray F. Pozo-Lora, Raed Tawadrous, Brandon Cox, Marc Maguire, Parker Syndergaard, Salam Al-Rubaye
Publikováno v:
Composite Structures. 229:111465
This paper introduces a novel composite shear connectors system used to transfer interface shear forces in a precast concrete sandwich panel. The shear connectors consist of non-proprietary non-composite commercial glass fiber reinforced polymer (GFR