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Unlike direct displacement balances that rely only on the elasticity of the structural members, the torsion balance allows gravity to balance the largest component of the load, i.e., the pans, and results in greatly increased load capacity.
Topology optimization is used as a tool to aid the reinforcement design of concrete slabs with carbon fiber reinforced polymers (CFRP), based on increased load capacity.
In the particular case of a flat slab-column connection, this solution can provide slabs with an increased load capacity and deformation capacity, allowing a potential reduction of reinforcement.
While the number of anchorages applied to GFRP plates increased, load capacity of specimens increased and DE5 specimen which was applied the highest number of anchorages (4 anchorages) carried approximately equal load with DE1 specimen This test specimen (DE5) exhibited ductile behavior and collapsed as a result of the yield of bending reinforcement (Table 9).
Table 14 Bidding offer for two groups of SL users Group Time for the curtailed load Starting time for the increased load Ending time for the increased load Capacity (kW) Compensation costs ($/kWh) 1 20 1 3 10 0.06 2 20 1 3 20 0.08.
Table 4 Bidding offer for two groups of IL users Group Total number of interruptions Interruption duration (h) Capacity (kW) Compensation costs ($/kWh) 1 2 4 18 0.2242 2 4 18 0.224 Table 5 Bidding offer for one group of SL users Group Time for curtailed load Starting time for increased load Ending time for increased load Capacity (kW) Compensation costs ($/kWh) 1 20:00 1:00 3:00 10 0.06.
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They are capable of high speed, have increased load capacities, greater ease of recycling, and high anticorrosion properties.
Despite of prevailing a substantially increased loading capacity and strength a pronounced enhancement in ductility and stiffness has been reported.
All the numerical simulation results are consistent with the increased loading capacity obtained from the load displacement curves.
The increased loading capacity of the PCL scaffold in the presence of PlnD1 underscores the potential for use of rhBMP-2 in tissue engineering applications.
In this study, we demonstrated that covalently conjugated perlecan domain I increased loading capacity of rhBMP-2 onto PCL scaffolds when compared to control unconjugated scaffolds.
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