Search results

Although the position data are available, the operator knows nothing about a displacement of the vehicle during operation.
Therefore, it is common practice to use filtering methods for processing accelerometers data [9, 11].
VideoRay Cockpit software does not enable importing and displaying data from the attached accelerometer, so the VideoRay communication protocol was used to collect data from the ADXL330 accelerometer.
It provides drift-free 3D orientation as well as kinematic data: 3D acceleration, 3D rate of turn and 3D earth magnetic field.
Then, the data from accelerometers was processed in accordance with above approach.

It is always expressed by a data matrix gained by the engine test.
The data type of the x, y, z parameter is array.
Their data is gained through the engine test.
Table 1 show the data used in this experimental system.
Fig. 3 Data map of the output torque of a real engine The computer control subsystem is a real-time system.

Even highly complex geometries can be created directly from 3D CAD data, fully automatically, in just a few hours and without any tooling.
Using laser-sintering aerospace parts can be created quickly and straightforwardly using 3D CAD data.
Longitudinal deformation was measured using videoextensometer with computer recording of data.
Maximum static strength of the printed material is significantly higher even in comparison with some of the literature data [7].
As the videoextensometer can evaluate strain just one side of the specimen, the data have some scatter.

The experimental setup included the air-supplying equipment, the oscillating platform, the test section, the data-acquiring equipment, the smoke generator and the image-capturing equipment.
The data-acquiring equipment, including the YOKOGAWA MX100 data recorder and the personal computer, was used to record the steady-state temperature data.
The criterion of the steady-state data was the change of the temperature within 0.2°C during 15 minutes.
Data reduction and uncertainty analysis The measured data was used to determine the relevant dimensionless parameters, including average Reynolds number (Re) and average Nusselt number (Nu)

Analytical results are compared with experimental data from two sets of fatigue tests on stresses and life-span, which shows agreeable trend.
However, due to the experimental complexity of fatigue loading, data on long-term behavior of RC beams strengthened with FRP laminate, especially fatigue life of rehabilitated members, is still rather limited.
He summarized an S-N curve according to the test data for predicting the fatigue life of concrete beams strengthened with FRP laminates.
Much more researching experiments need to be carried out to provide more first hand data so as to develop theoretical computation approach which can precisely guarantee the service safety of FRP-strengthened infrastructures.
Lu et al. [15] RC beam: Kl (1.2~ 1.4), Kc (1.02~ 1.06) with FRP: Kl (1.05~ 1.2), Kc (1.01~ 1.03) RC plate: Kl Kc=1.24, RC beam: Kl =1.203, Kc =1.074 with FRP: Kl =1.143, Kc =1.028 The S-N Curves of Plain and Deformed Steel Rebar As we know that drawing S-N curves requires large amount of experimental data.

The data is then analyzed using the Chinese version Excel2003 and SPSS17.0.
Thus, the relative proportion of the rural fire declined year by year after 2007, but the absolute data was not going well, as shown in Fig.1.
Factor analysis is a kind of data reduction techniques.
By studying the internal dependencies between numerous variables, the basic structure of the observed data is explored, and few independent unobservable variables are used to represent the basic data structure.

The corrosion attack data may be used to provide the required effort and its priority to protect the steel pile and pipe infrastructures on Sumatra Island.
The corrosion data was taken from variety of pipe, T joint and elbow diameter size from 2”, 4”, 10”, and 28”.
The corrosion data was taken from variety of pipe, T joint and elbow diameter size from 4”, 6”, 10”, 16”, 20”, and 28”.
The corrosion data was taken from variety of pipe, T joint and elbow diameter size from 2”, 4”, 8”, 10”, 12”, 16”, and 28”.
Budiono.for helpful support during data sampling.

The predictive capability of the model is tested against experimental data obtained fromNi50.7Ti (at. %) that has been heat treated under different conditions and good agreement is shown.
This is calculated by a series of steps relating experimental data of pure and aged NiTi materials.
Data points are obtained from DSC experiments and interpolated to produce the contour lines.
Comparison with experiments The predictions of the strain-temperature response of the thermally cycled Ni50.7Ti material aged at 300°C for 100hrs at 350°C for 48hrs under bias load levels of 150 and 200MPa are compared against experimental data in Figs 6 and 7.
Karaman’s group for providing the experimental data.

Therefore, a study on direct shear test have been conducted and the data collected from this study were compared and analyzed through various methods to find out how does PFA works on improving geotechnical properties.
Reduction of environmental pollution and move towards sustainable development should not be merely regarded as effort to reduce the negative effects of human activities but also as an effort to save resources for the future generation.
The data or result from this test can be considered as direct data or result.
Properties of natural soft soil Table 1: Chemical composition of PFA, cement and lime Result and Discussion The raw data were obtained from the direct shear test have been analyzed and conclusion has been made by referring to the method and previous theories.
Baker, in: Nonlinear Mohr Envelopes Based on Triaxial Data.

Optimization results and frame improving design.With the ANSYS topology optimization module, we select OC optimization calculation method and the convergence error of optimization iteration is set to 0.0001 and the number of optimization iteration assigned for 10 times. 50% of the reduction volume is set as the optimization goal.
Comparing to the intensity analysis data between the original and improved designs, the carrying capacity of sub-frame is improved 10.1%.