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To avoid the resonance of loaded drum during operation, the topological optimization analysis of drum with I-shaped structure was fulfilled with the element density as variables and the volume reduction of fifty percent as constraint condition and the first natural frequency as objective function.
Design of High-speed Tire Test-bed According to the test requirements for tire safety performance analysis, a tire test-bed was put forward and composed of test-bed control module, mechanical drive module and data acquisition module.
Fig.2 Design Method of Drum Structure Topology Optimization of Drum Structure The compliance of optimized object was minimized within set size reduction, namely, its stiffness was maximized.
The drum structure was topologically optimized using ANSYS with the element density as design variable, the first natural frequency as target function, the size reduction of fifty percent as constraint function and convergence equal to 0.001.
The drum structure with I-shape was analyzed with the element density as variable and volume reduction of fifty percent as constraint condition and the first natural frequency as objective function.

So, as long as the data about customers' interests and preference are maintained and the customers with similar taste are analyzed from the data, the recommendation can be made according to the comments given by customers with similar interests.
Another way is to spend time on searching users' data and then group the users and recommend for them after a while.
The data in the rating matrix is sparse.
However, this method cannot solve the sparisity of rating data from its root.
Optimizing Web Search Using Web Click-through Data [C]//CIKM'04, November 8-13, Washington, DC, USA:2004 [8]Wang Lang, Zhai Zhengju.

The results are in conformance with the experiments: therefore, Eq. (8) allows fatigue data of the impacted laminates under 2-stage loading to be correlated with constant amplitude data of the impacted laminates.
To correlate the fatigue life under 2-stage loading with the constant amplitude life through Eq. (8), however, the information about the constant amplitude data of the impacted laminates should be known.
To overcome this shortcome, a new model has been proposed, by which the equivalent stress can be obtained from the residual strength of the impacted laminates and constant amplitude fatigue data of the unimpacted laminates.
It is also worthy to note that Eq. (9) enables us fatigue data under 2-stage loading for the unimpacted laminates as well as for the impacted laminates to be correlated with constant amplitude data for the unimpacted laminates.
These models enable us fatigue data of the unimpacted and impacted laminates under 2-stage loading to be correlated with constant amplitude data of the unimpacted laminates.

This paper makes some analysis and discussion according to the V.A.SuLin’s theory using the data of some oilfield water samples.
Table 1 SuLin’s theory standard of oilfield water equivalent ratio cause coefficient water type environmental characteristics NaHCO3 reduction oxidation, mostly wet freshwater lacustrine sedimentary facies, good sign of oil gas, pH> 8, alkaline water.
CaCl2 closed reduction type, completely closed deep geological environment, a sign for good oil and gas, alternative groundwater and surface completely isolated without water.
Application and Analysis Select 6 water samples from Qianshan Archaeozoic reservoir as the test data to make application and analysis with the SuLin’s theory.
Data of number 1 to 5 comes from the same well and number 6 comes from another one.

And optimization method is applied to engineering practice, the experimental data shows: this optimization design method improves the safety of structures and obtains good economic benefit.
(5) In the equation: — Calculation of layer thickness(m); — Weight of soil(kN/m3) According to the measured data of construction in Beijing, equivalent angle of internal friction φz can be estimated according to the equation below: (1) For silty clay, powder milling soil, coarse sand, medium sand, sand and other most soil conditions, the equation can be estimated:
Table 2 The results of soil compared before and after optimization Maximum moment(kN•m) Reinforcement required before optimization The required reinforcement after optimization Comparative results 500 1422 1122 Reduction of 3 600 1722 1222 Reduction of 5 700 2022 1422 Reduction of 6 800 2322 1522 Reduction of 8 1000 3022 1922 Reduction of 11 From the result in table 2, it can be seen the amount of steel used in the optimized slope protection pile is reduced markedly.
The horizontal displacement observation points arrangement are shown in Fig.6 and the measured results refer to table 3: Table 3 Horizontal displacement data table Loading level 0.1Nu 0.2Nu 0.4Nu Observation time (min) 5 5 5 Loading level 0.6Nu 0.8Nu 1.0Nu Observation time (min) 10 10 15 It can be seen that the top displacement of the support structure was in a stable condition during the process from soil excavated to the foundation slab completed and about 1.20m soil backfilled, which indicated that the overall support structure is safe and reliable.
prestressed anchor bar is as follows: Table 5 Prestressed anchor test data sheet Stretching equipment Jack number:2316,Manometer number:6252,High-pressure pump model:2YBZ2-80 No.

Qkcl ≤ 60 kWh/t 20 Qkcl ≥ 68 kWh/t 0 Comparable comprehensive standard electricity consumption of cement Calculation by thermal measurement or statistical data.
Qks ≤ 80 kWh/t 20 Qks ≥ 100 kWh/t 0 Comparable comprehensive standard energy consumption of cement Calculation by thermal measurement or statistical data.
Qfd ≤ 20 kWh/t (clinker) 8 Qfd > 30 kWh/t 0 Power consumption of raw meal grinding(excluding raw materials crushing) Calculation by statistical data.
Qsf ≤ 19 kWh/t (raw meal) 8 Qsf > 22 kWh/t 0 Power consumption of clinker calcination (including coal powder preparation) Calculation by statistical data.
Qsd ≤ 33 kWh/t (clinker） 8 Qsd > 38 kWh/t 0 Power consumption of cement grinding (excluding package) Calculation by thermal measurement and statistical data.

For the reduction of the residual strain an alternative route for the improvement of the epitaxial growth of 3CSiC(100) on Si(100) was developed.
The TO phonon peak positions obtained by Raman measurements were used to calculate into strain values using the data reported in [8].
The voids at the interface lead to a relaxation in the grown layer promoting a reduction of the residual strain in the 3C-SiC layer.
The strain reduction reaches a minimum at Ge precoverages between 0.5 and 1 ML.
In dependence on the data used the ratio varies between 0.8025 and 0.8027.

E-mail: sd471216@yahoo.com.tw Keywords: Data envelopment analysis; Efficiency; Life Insurance Industry Abstract.
This study sourced the 2010 data of 25 Taiwanese life insurance companies, and conducted data envelopment analysis (DEA) to evaluate their operating efficiencies.
The data are sourced from 25 insurance companies in 2010.
Two-stage evaluation of bank branch efficiency using data envelopment analysis.
Efficiency measurement using independent component analysis and data envelopment analysis.

In this paper, based on the dynamic partitioning results of the intersection group provided by the software and data collected by traffic flow detectors, the features of dynamic partitioning software for intersection group are further explored from two aspects: traffic control and emergency response to traffic accidents, using the method of green-wave control and traffic guidance respectively.
Introduction In the previous study[2], the intersection group partitioning software has been used to input the real-time traffic data in the road network detected by the traffic flow detector into the partitioning software which can select key intersections in the road network and judge the correlations between intersections using the road section correlation model.
After the accident, the reduction in traffic capacity is reflected in the reduction of lanes available in number (n) and lane width correction factor.

H-plasma treatment causes a significant reduction in concentration of these complexes.
Comparison of recent ab-initio calculations with experimental PAS data suggested that HTG ZnO single crystals contain Zn-vacancy + hydrogen (VZn+1H) complexes [1].
Experimental PAS data were interpreted using ab-initio theoretical calculations of positron parameters.
The concentration of VZn+1H complexes in the virgin HTG ZnO crystal cannot be calculated from LT data due to saturated positron trapping, but it can be estimated from the positron diffusion length determined by SPIS
Although there is a significant difference in the vertical position of calculated HMP profiles and experimental curves, the features predicted in theoretical calculations can be qualitatively seen in experimental data.