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In Figure 1, we investigate the effect of the estimation error in the channel length with different values of SNR.
To study the single event response, we simulated the induced current caused by incident heavy ions (20 and 50 μm penetration length) with different linear energy transfer (LET).
Open image in new window Fig. 12 Peak displacement responses at different sections of bridge along its length with different TMFD systems Open image in new window Fig. 13 Peak acceleration responses at different sections of bridge along its length with different TMFD systems.
a Tensile strength contrast: 1 MPa, b tensile strength contrast: 5 MPa, c tensile strength contrast: 9 MPa Open image in new window Fig. 14 Variation of fracture width and length with different tensile strength contrasts between pay zones and barriers.
a Thickness of barrier 2: 14 m, b thickness of barrier 2: 19 m, c thickness of barrier 2: 24 m Open image in new window Fig. 18 Variation of fracture width and length with different barrier thicknesses between pay zones and barriers.
a Elastic modulus contrast: 5 GPa, b elastic modulus contrast: 20 GPa, c elastic modulus contrast: 35 GPa Open image in new window Fig. 16 Variation of fracture width and length with different elastic modulus contrasts between pay zones and barriers.
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Experiments were performed for nine submergence ratios, and three risers of different lengths with different air injection pressures.
Each choice scenario is conditioned on a given route length but with different costs, reflecting different modal investment options for the same route length.
BCH codes of length 15 with different design distances are discussed in Table 1.
Fig. 6 End-to-end delay against a route length allowed with different application loads.
These mechanisms can be exploited to control the porosity of SiNWs of the same length fabricated with different etch times.
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