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Challenges of ERAU’s First Suborbital Flight Aboard Blue Origin’s New Shepard M7 for the Cell Research Experiment In Microgravity (CRExIM)

% duplicate packets in the data and a 0.3% dropped packet count as provided by the NanoRacks team to maximize the data collection for the next mission. The data observed in Figure 5 were provided by Blue Origin at 100 Hz and shows evidence of some very short shock events at CC separation ( Figure 5d), drogue chute deployment ( Figure 5g), and main chute deployment ( Figure 5h). These pulses are only a single data point wide, suggesting pulse durations <100 ms. These pulses were the result of the reaction control system when firing their thrusters right after capsule

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Musculoskeletal Outcomes from Chronic High-Speed High-Impact Resistive Exercise

; greater (p<0.05) than the other treatment means for that velocity. PT, peak torque; SEM, standard error of the mean. Table 3 Knee extensor TTPT (mean ± SEM in seconds) results. Velocity (rad./second) Left leg Right leg Pre-intervention Post-intervention Pre-intervention Post-intervention 0 2.06±0.20 2.35±0.24 2.03±0.25 2.04±0.33 1.62 0.37±0.02 0.39±0.03 0.37±0.04 0.33±0.02 4.86 0.19±0.02 0.18±0.02 0.18±0.02 0.19±0.02 SEM, standard error of the mean; TTPT, time to peak torque

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Impact of g-Load Shift on Temporal Expression Pattern of Apoptosis-linked Proteins in the Rat Mammary Gland

) . Effect of HG on Temporal Distribution of VDR Protein The time-trend quantitative profile of mammary gland lobular VDR in SC and HG rats is depicted in Figure 2e and f . VDR protein concentration declined by about 50% (p<0.001) in SC animals during the transition from G20 (3.6±0.24 px) to P1 (1.8±0.05 px). Subsequently, the VDR levels increased approximately fivefold (p<0.001) at P3 (10.8±0.52 px) versus P1 levels in the SC group ( Fig. 2e) . On the other hand, the HG-G20 (7.03±0.28 px) rats had about 300% (p<0.001) more VDR expressed than their P1 (2.09±0.11 px

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Effect of macromolecular mass transport in microgravity protein crystallization

reaction was incubated for 1 h at room temperature with continuous stirring. The labeled tetramer was separated from free dye using a Sephadex® G-25 prepacked gel filtration column. The column was first equilibrated with PBS buffer and then loaded with a reaction mixture and eluted with PBS buffer solution. Labeling degree (DOL) of tetramer was calculated using following calculations: (1) Protein   concentration   ( M ) = [ A 280 − ( CF × A 494 ) ] × dilution   factor ε ( protein ) $$ \text

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Investigation of Murine T-Cells and Cancer Cells under Thermal Stressors and 2D Slow Rotating System Effects as a Testbed for Suborbital Flights

and 3 g during ascent for about 2.5 min, between 1 g and 5 g during descent for nearly 1.5 min, and some instances with accelerations between 2 g and 3 g during parachute recovery for almost 30 sec, total time of about 5 min. Then they were either placed in 2, 5, or 15 mL tubes with and without cytokines and maintained in water baths at the following temperatures: 37℃, 30℃, 34℃, and 40℃ for various time points. Cells were also exposed to other thermal baths at 10℃ and 20℃ to account for extreme temperature variations during launch conditions as we will refer to

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Modelling Of Rock Joints Interface Under Cyclic Loading

different normal loads ( σ 1 < σ 2 < σ 3 , ρ ini = 2.3 . 10 3 kg/m 3 , θ max = 25° ) depending on the tangential displacement u t : a) variations of shear stress, b) variations of dilatancy Figure 11 Shape of primary asperities depending on g 0 parameter Figure 12 Simulation results for different normal loads ( σ 1 < σ 2 < σ 3 , ρ ini = 2.3 . 10 3 kg/m 3 , θ max = 25° , asperities ) depending on the tangential displacement u t : a) variations of shear stress, b) variations of dilatancy, c) asperity shape assumed for calculations

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Effect of randomly distributed polypropylene fiber reinforcement on the shear behavior of sandy soil

.A. (2003). Study on shear strength of sands reinforced with randomly distributed discrete fibers, Geotextiles and Geomembranes, 21 (2), 103–110. 10.1016/S0266-1144(03)00003-7 Yetimoglu T. Salbas O.A. 2003 Study on shear strength of sands reinforced with randomly distributed discrete fibers Geotextiles and Geomembranes 21 2 103 – 110 [42] Zornberg, G. (2002). Discrete framework for limit equilibrium analysis of fiber reinforced soil. Géotechnique, 52(8), 593–604 10.1680/geot.2002.52.8.593 Zornberg G. 2002 Discrete framework for limit

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Effective Friction Angle Of Deltaic Soils In The Vistula Marshlands

93 31 44 https://doi.org/10.1016/j.enggeo.2007.03.009 [5] Coutinho, R.Q., Lacerda, W.A., 1989. Strength characteristics of Juturnaiba organic clays. Presented at the 12th International conference on Soil Mechanics and Foundation Engineering, Balkema, Rio de Janeiro, pp. 1731–1734. Coutinho R.Q. Lacerda W.A. 1989 Strength characteristics of Juturnaiba organic clays Presented at the 12th International conference on Soil Mechanics and Foundation Engineering Balkema Rio de Janeiro 1731 1734 [6] Dan, G., Sultan, N., Savoye, B. 2007. The

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Penetrative convection due to absorption of radiation in a magnetic nanofluid saturated porous layer

occur with the choice of new boundary conditions. Using these more realistic boundary conditions, Yadav et al. [ 4 ] analyzed the thermal instability of rotating nanofluids. The authors mentioned that the model selected in their study is more realistic physically than those used in the previous studies (i.e., models with non-zero nanoparticle flux at boundaries). Different aspects of natural convection in porous media have been examined thoroughly by many researchers (see, e.g., Ref. [ 5 –9]). An experimental investigation of the onset of convection in a stably

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Analysis of crack propagation in a “pull-out” test

out the anchor for any material and for any length of anchoring. The HILTI HDA-P M20x250/100 anchor was adopted for pull-out tests. with anchoring length of 25 cm will be used ( “European Technical Assessment…” ), the picture of this anchor is shown in Fig. 1 . Figure 1 Pre-set undercut Hilti HDA-P anchor. To mount this anchor, it is placed in a prepared hole in the anchored surface. Then, a drill is attached to the anchor, and while drilling, the anchor undercuts itself with deflecting elements. Scheme of mounting the anchor is shown in Fig. 2

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