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A double fold of continuous concrete is interspersed with blue-tinted glass.
It should be noted that the literature is lacking data on the fire resistance of continuous concrete bridge decks when subjected to top fire loading.
A 3D FE model was developed to conduct a detailed transient thermal analysis of continuous concrete bridge decks doubly reinforced with GFRP bars subjected to top fire loading.
This paper presents an experimental study of the time-dependent behaviour of continuous concrete beams that has been carried out at the University of Belgrade.
This paper presents experimental and numerical investigations about the flexural behaviour of continuous concrete beams reinforced with GFRP bars, in particular on their capacity to redistribute internal forces.
This paper presents a numerical study that investigates the behavior of continuous concrete decks doubly reinforced with top and bottom glass fiber reinforced polymer (GFRP) bars subjected to top surface fire.
Similar(53)
In the 1960s there was a trend toward an advancing-slope method of continuous concreting, as originally devised for embedding the steel cylinder of a hydropower penstock.
This paper addresses this gap by investigating the influence of evolution of seismic design principles and details on the seismic performance of multispan continuous concrete box-girder bridge class, as well as the failure probability through the development of fragility curves across three design eras demarcated by the 1971 San Fernando and 1989 Loma Prieta earthquakes.
The depth of underground continuous concrete wall and the filter tube position of pumping well affect drawdown outside the pit and land subsidence directly.
The balcony deflections can be estimated by adding the deflections caused by a concentrated rotation in the thermal break to those of a continuous concrete slab.
A numerical investigation of redistribution of moments in continuous concrete beams prestressed with external carbon fiber reinforced polymer (CFRP) tendons at failure loads is described.
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