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Only the top slab left enough space for a person to sit upright, albeit with slouched shoulders.
The transverse fatigue behaviour of the top slab of box-girder bridges is dealt with in this paper.
The new evolving landscape was marked by the reinforcement steel bars protruding form the top slab of buildings, in anticipation of future additions.
The interfacial shear transfer between the top slab and the supporting beams is of great significance to the overall deck load carrying capacity and performance.
The cantilevers and central span of the top slab usually require a small reinforcement ratio and significant slenderness to fulfil the static design requirements.
The test results show that when the test beam is at the elastic stage, the cross-section can be viewed as a plane section if only the strains of the concrete top slab and the bottom steel tubes are considered.
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This kind of structure consists of a top concrete slab, corrugated steel webs and two bottom concrete-filled steel tubes connected by trusses.
For on-surface Top N slab, all the results are at the same magnitude for the DFT and DFT + U methods.
Diffusion through the surface at the hollow site for the Top N slab becomes effective from the coverage of 3/8 ML.
For in-surface Top N slab UN2 (100) surface, the hollow site is confirmed and the preferential position is at ~−0.5 Å through the top surface with a binding energy of around 3.6 eV (both DFT and DFT + U method).
For the Top N slab hollow site, the incorporation of oxygen through the surface becomes effective from a coverage of 3/8 ML with an encrustation of about −0.3 Å.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com