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Fig.8 Failure features for the datum beam Fig.9 Failure features for the strengthened beam Crack-resistance analysis.
From Table 5, it is knowable that, compared with D2, the ultimate shear strength of B16, B17, B18 increases greatly, with amplitude be from 14.29% to 31.43%.Reinforcement ratio of B2, B3, B4, B5, is respectively 1.0%, 1.5%, 2.0%, 2.7%.Test data shows that, the ultimate capacity of strengthened beams is improved as it increases.
As for stirrup ratios, Data shows that, the ultimate capacity rises with it increasing, and B10, B12 is improved respectively by 12.5%, 10.0% compared with B11.but B12 is lower than B10, which is caused by the manufacture of production and test.
Data shows that, the ultimate capacity increases with it decreasing.
Secondly, with the reduction of the spacing of wire rope, the diagonal crack resistance increases.

Statistical analyses of observed ground motion data could help recognize the mechanism of demolition vibration, and develop efficient measures to reduce its influences[3,4].
Referring to the Sadov's Formula of blasting vibration and depend on observed data of chimney blasting demolition, several similar semi-theoretical formulas with empirical coefficients were developed[5-8] in order to predict the ground motion with vertical PGV.
The hollow triangles in the left graph denote unreasonable data omitted during curve fitting.
This smaller indicated that the vibration decreasing measures, including cross folding collapse style, damping ditches and vibration decreasing dams, had a positive effect on vibration reduction of the building collapse source.
So, more data are needed to find the determinant for the decaying coefficient.

The study is designed as a qualitative research mainly through analysing primary data acquired from completed interviews.
There are main six steps in the process of qualitative research as Figure 2[9] General research question Selecting relevant site(s) and subject Interpretation of data Conceptual and theoretical work Writing up findings/ conclusions Collection of further data Tighter specification of the research questions Collection of relevant data Figure 2 The process of qualitative research Source: Bryman, A., 2003, Business Research Methods, p187 Result & Discussion Sustainability is a concept of the quality of life that results from all organization activities as they impact upon society.
IBM case study IBM was recognized for the fundamentals of its Environmentally Conscious Products (ECPs) programme, as well as the environmental benefits achieved through emissions and waste reductions as a result of the ECP program.

At the same time, rules of systematization, comprehensiveness, science, data availability, and stratification need to be obey in choosing index.
Fig. 1 The multi-hierarchical structure of customs cooperation integrity evaluation In fig. 1, item U1 include V11 Declaration form pruning rate, V12 Declaration of express declarations single rate, V13 Declarations error rate, V14 Seized rate; U2 include: V21 Express tax rate, V22 Overdue tax ratio, V23 Tax relief ratio, V24 Tax reduction ratio; U3 include: V31 Quick Ratio, V32 Net Profit Margin, V33 Account payable turnover rate, V34 Assets Liabilities Ratio; U4 include: V41 Executive education degree, V42 Customs staff churns, V43 Executives’ replacement, V44 Product return ratio; U5 include: V51 Defaults salary rate, V52 Overdue payment rate, V53 Debt disputes ratio, V54 Contract default rate; U6 include: V61 Intensity index of intellectual property rights, V62 Continuous smuggling of time ratio, V63 The smuggling strength index, V64 Liable to a fine ratio.
is generally determined by data statistics.
Inducing rules for expert system development an example using default and bankruptcy data.
The Evaluation of Corporation Performance by Using Data Envelopment Analysis.

Because of the limitation of the resource, the demand of the energy and the pressure of the greenhouse reduction, China will continue to safely develop nuclear power.
Methodology and cost data The methodology used here is learned from the reference De Roo and Parsons(2009) and MIT(2011).
The main sources of the unit cost data used in this paper were from MIT(2011), Park(2011), and De Roo(2009).
The cost data of the accelerator is from a market survey.
Table 1 Characteristics of the reactors Reactor parameters PWR FR FR(ADS) Thermal power（MWt） 3300 1358 1000 Electric power（MWe） 1000 600 400 Thermal efficiency 33% 39% 40% Load factor 85% 85% 80% Cycle length(year) 1 1.9 1 No.of batches 3 3 3 Burnup（MWd/kgHM） 55 100 100 Table 2 Specifications for three options Lead time for ore purchase 2 years Lead time for conversion 1.5 years Lead time for enrichment 1 years Lead time for fabrication 0.5 years Loss during each processing in lead time 0.20% Enrichment of UOX 4.50% Optimum tails assay 0.29% Reactor life 60 years Spent fuel pool storage 5 years Table 3 Part of the cost data 　year 　 2007 2013 Discount rate 5% 　 　 Natural uranium $/kgHM 80 90 Depleted uranium $/kgHM 10 11 Conversion $/kgHM 10 11 Enrichment $/SWU 160 180 Fabrication of UOX fuel $/kgHM 250 282 Fabrication of SFR fuel $/kgHM 2400 2703 LWR captial cost $/kW 4000 4505 FR captial cost $/kW 4800 5406 Accelerator captial cost $/kW 86021 LWR O&M cost $/kW 56.44

In the data processing, on the basis of the effect of two kinds of single component water reducer, using the proportional weighting rules and the interpolation method, a theoretical effect curve characterizing effect of "1 + 1 = 2 " was calculated, which was compared with the effect curve of compound water reducer measured in test.
From those figures, it can be seen that, in this ratio, the measured effect curve of compound water reducer was basically below the theoretical effect curve, which indicated that the water reduction rate reduced and only effect of "1 +1 <2 " could be achieved after compounding.
As can be seen from Table 1, when single water reducer was added, for POLYETHER or CLS, the adsorption amount increased with the growth in dosage; At the same dosage, the adsorption amount of POLYETHER was much smaller than the adsorption amount of CLS, but the fluidity data shown that the fluidity of POLYETHER was much larger than the fluidity of CLS.
Combining the data of cement paste fluidity, it can be seen that the greater the increased amplitude of the adsorption amount of POLYETHER in the compound water reducer, the worse the compounding effect of the compound water reducer.
Combined with the data of cement paste fluidity, the greater the increased amplitude of the adsorption amount of POLYETHER in the compound water reducer, the worse the compounding effect of the compound water reducer.

Literature Review Research on emergency theory began with government emergency system.The system consisted of emergency plan, structure system, legal system and mechanism system for disaster prevention and reduction.
Research methods Questionnaire design and data collection.
The all item uses Likert7 scale except for enterprise basic situation. 426 questionnaires survey collected in electric power enterprise have acquired data by issuing to employee students in group and on-the-spot, is issued, of which 340 are retrieved.
Orthogonal rotating to load matrix show that all data is collected into eight factor more than 1 eigenvalue except for psychological meaning factors with insufficient loading 77.21% of total variance is explained.
Then we take various data load as sample weight to calculate comprehensive score of task conflict, relationship conflicts and psychological situation.

Therefore, the authors develop the research of NAI with indoor air quality, by measuring NAI concentration and other data in different ventilation conditions and different technology of cooling, and analysis ion polarity ratio and Abe air quality assessment index.
We used KEC-R2 high intelligence recorder to connect with PC, and log the data to PC, real-time display and record the data, then calculated average value.
Measurement record form of air ion concentration and wind speed, relative humidity, air temperature in each testing points(all the data are average value) Testing point Status NAI concentration (N/cm3) PAI concentration (N/cm3) air temperature (℃） relative humidity (%) wind speed (m/s) the President’s office Ground-source heat pump 769 1242 23 74 3.4 General  office Natural ventilation 806 1300 25.1 63 1.22 Mechanical ventilation 147 396 23.7 49 0.9 General  office with  negative ion generator Natural ventilation 512 422 26.6 62 no wind Mechanical ventilation 484 282 24.3 50 1 The bottom of the hall Natural ventilation 542 541 24.8 60 no wind Description: The President’s office and general office are in the same direction, the relationship is the upper and lower layers; the President’s office and general office with  negative ion generato lie at aisle ends separately.
It incarnates the design approach that buildings make the most of and be in harmony with nature conditions for the sake of reduction of resource and energy consumption as well as pollution emission, and creates a quality indoor living environment by means of proper technology [5].

Formulation cleaning performances: Based on pareto analysis of the DOE response Light Particle Density (LPD) reduction was a function of PCMP concentration and hydrodynamic/ mechanical processes.
Low ionic strength promotes electrostatic repulsion on silica (ZP), consistent with experimental data[10].
Experimental data confirmed the higher cleaning efficiency of organic residues at higher PCMP concentration-A (Fig-4).
Electrical data An increase in reliability as measured by Time dependant dielectric breakdown (TDDB) was seen TDDB measurements on 150nm and 90 nm devices confirmed the high residue and particle cleaning performance of the neutral PCMP blend (Figure 8).
Acknowledgements K.Kenis and Dr.S.Halder ( IMEC) for their assistance on defectivity inspection and monitoring, Kim Ho-Young for electrical data (Samsung Electronics) and Cass Shang, Chris Reid for his support (EKC Tehcnology).

The sediment in part of the urban drainage pipes is too much, and some are even accounted for more than 50% of the diameter of the pipe; What’s worse, those sediment in the pipes will cause secondary pollution; most pipelines are reinforced concrete, and the inner wall is rough, which would bring great resistance to water flow, resulting in an increase in sediment in the drainage channels and the reduction of the cross-section of the drainage channels. 2.6 The poor ground water seepage The accelerating of urbanization, the wide using of concrete in all types of buildings and roads and large area indurations of ground surface of cities, cause the impervious urban ground water seepage in the vast majority of area, affecting the ability of urban ground water seepage, indirectly adding the burden of the urban drainage system, especially in heavy rain season, the city is prone to flooding.
By optimizing the selection ,conclude the city which is able to calculate the drainage system traffic control points, and then through the sensor ,collect the data of those points traffic and the flow of velocity , and transmit the data to a central computer; then get the best program of drainage system scheduling by computer-aided calculation, and then through the data transmission equipment weir, transmit the instructions from Center computer to gate valves, pumps and other equipment, so as to achieve the purposes of implementing scheduling of the surplus in the pipeline flow.
The third is to strengthen the information construction of the drainage system, which Includes control point sensor, the data transmission device, the flow regulating device controllers, and central computer. 4 Conclusion To improve the city's drainage capacity is a complex systems engineering, so we need to take a systematic ideas to solve the problem.