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Yang has simulated the delay of buses in the curbside bus lane with the passing through traffic flow by using VISSIM software [1].
The status of this intersection is shown in Fig.1.
The status quo of Huayuan intersection is shown in Table 1 including traffic flow data, ratio of turning and lanes.
Scheme Ra to Rb Ra to Rc Bus terminal to Rb Rb to Bus terminal Rc to Rb Car Bus Car Bus Bus Bus Car Bus The status quo 278 307 448 525 350 137 107 126 Scheme one 267 318 396 361 46 97 49 59 Scheme two 48 71 123 169 48 75 45 58 Scheme three 61 93 479 425 47 84 48 65 Table 6 Delay time from all schemes (sec.)
References [1] X.G.

The results of antibacterial activity and MICs are presented in Table 1 and Table 2.
IV.Conclusion (1) The total flavones in the roots of Zanthoxylum nitidum (Roxb.)
“Fingerprint analysis of Zanthoxylum nitidum by nonaqueous CE,” Chromatographia, vol68, no. 5/6, pp.475-479,2008 [3] YANG Cheng-hui, CHENG Ming-jen, LEE Shiow-ju, YANG Cheng-wei, CHANG Hsun-shuo, CHEN Ih-sheng.
Chemistry of Natural Compounds, vo45,no. 1, pp.96-97, January 2009
Chemistry of Natural Compounds, vol45, no. 1, pp.45-48, January 2009

The task of troubleshooting is to interpret initial failure symptoms and derive a sequence of test to effectively and accurately allocate the real root causes of failures [1].
Figure.1.
To construct the Bayesian diagnostic network, three key issues are needed to resolve: (1) Duplicate nodes processing.
References [1] Yingping Huang, Ross McMurran ,Gunwant Dhadyalla &R.
Savakis, "Bayesian network structure learning and inference in indoor vs. outdoor image classification," Proceedings of the17th International Conference on Pattern Recognition, vol. 2, pp. 479,2004.

Impact of Slag Powder Concent on Splitting Tensile Properties of Concrete Zhangxiao Na1, a, Liuqin2,b 1,,2Huang He Science and Technology University, Zhengzhou, Henan, 450063, China a45165920@qq.com, b32090881@qq.com, Keywords: Slag Powder; Experimental Study; Age; Water-cement Ratio; Splitting Tensile Strength.
Test Overview Test Program Test uses ordinary portland cement, physical and mechanical properties of 42.5 is showed in Table 1 below,including 5 ~ 10 mm diameter gravel (30%), 10 ~ 20 mm diameter gravel (40%), 20 ~ 30 mm diameter gravel accounted for 30%.
With the speed of 0.04~0.06Mpa/s continuous and uniform loading, until the specimen splitting failure, record breaking load.The test loading is shown in figure 1.
Fig. 1 The force digram of splitting tensile specimen Specimen Failure Modes The splitting failure of the concrete test is pure cleavage cracking along the axis , split on the surface of the stone directly was pulled off, rather than around the stone damage.
Society of Materials Science,2000,49(10):1097~1120 [6] Zelic.J.Properties of concrete pavements prepared with ferrochromium slag as concrete aggregate[J].Cement and Concrete Research.2005.35(12):2340~2349 [7] Erhan Gueneyisi,Mehmet Gesoglu.A study on durability properties of high-performance Concretes incorporating high replacement levels of slag[J].Construction and Building Materials, 2008,41(3):479~493 [8] J.I.Escalante—Garcia,L.J.Esoinoza—Perez,A Gorokhovsky,etc.Coarse blast furnace Slag as a cementitious material,comparative study as a partial replacement of Portland cement and as an alkali activated cement[J].Construction and Building Materials,2009,23(7):251l~2517

Changes in the formation of this gap fell legitimate work [1].
Figure 1 is a schematic diagram of frustration legitimate work .
Figure 1 transit knife block rotate in the direction indicated by the arrows .
Figure 1.
References [1] Wu Xiulan, Li Guijun.

The designing process includes a comprehensive set of [1]: · Material relations (machines, equipment), · Human relations, · Time-related relations (optimization of works on the project, optimization of implementation) .
In general we can classify the designing as follows: [1]: · Set up (arrangement) of the time structure · Set up (arrangement) of the spatial structure The result of the time-line designing is a design of the production organization with proposed information and control systems.
Assessment of mechanized concrete processes Impact of Site Transportation Work Parameters macro-space conditions routes environment of the machines List of disposable alternatives within space Climatic Technological Work Environmental Occupational safety and conditions Procedures organization protection health protection List of disposable alternatives within time Economic parameters Alternative solutions of mechanized concrete processes Selection of optimal alternative of mechanized concrete processes Back-up alternatives Fig. 1.
References [1] ROCKSTROH, W.: “Technologické projekty I.II” (Technology projects I.II) Publishing by Alfa, 1972
ISBN 978-80-7399-479-2

Types Plate geometric dimensions(mm) Other dimensions(mm) W A 1-1 Without hole =350 =338 =2 —— —— —— 2-1 With hole =3.2 —— —— 3-1 Notch(H=3.0) =3.2,H=3.0,L=7.28 1.875 4.55 4-1 Notch(H=4.4) =3.2,H=4.4,L=7.28 2.75 4.55 5-1 Notch(H=4.6) =3.2,H=4.6,L=7.28 2.875 4.55 6-1 Notch(H=4.8) =3.2,H=4.8,L=7.28 3.0 4.55 7-1 Notch(H=5.2) =3.2,H=5.2,L=7.28 3.25 4.55 8-1 Notch(H=6.0) =3.2,H=6.0,L=7.28 3.75 4.55 Table 4 Calculated results of the models with different notch depth No.
(MPa) C6 C12 (MPa) (MPa) Ux(mm) 1-1 273 273 273 0.453 2-1 1186 945 1186 1140 0.465 3-1 514 590 590 570 0.495 4-1 252 427 427 416 0.526 5-1 221 405 405 398 0.532 6-1 188 384 399 399 0.538 7-1 124 339 408 408 0.552 8-1 9 255 430 430 0.585 It can be seen from table 4 that the circumferential stress of the plate without a hole is very low, the maximum value is only 273MPa, but when the pin hole is drilled, the stress at 6 o’clock has reached to 1186MPa which is about 4.34 times to the model without a hole.
The contour plots for stress results of two typical groups (No. 2-1 and No. 8-1) are shown in Fig. 3.
(MPa) C6 C12 (MPa) (MPa) Ux(mm) 1-1 273 273 273 0.453 2-1 1186 945 1186 1140 0.465 3-2 477 756 756 738 0.473 3-3 479 618 618 597 0.484 3-4 514 590 590 570 0.495 3-5 560 610 610 590 0.512 3-6 631 652 652 634 0.524 Conclusions A design method for reducing the stress around holes has been developed in this paper, it is not essential for this method to redesign the integral structure, and the effects of stress concentration features are greatly reduced, conclusions are obtained as follows: (1) The comparative analyses of different models have shown that it is possible to reduce the local stress around the pin hole by designing an intended-cut notch on the flange of disc
References [1] W.Z.

As shown in figure 1 to figure 4.
Calculation equation of the mass point and mass center of structures: (1) Calculation equation of the rigidity center of mass point of structures: (2) The calculation of the 4 models has its results shown in Table and Table 1 and Table 2.
According to Article 5.5.1 of Code for Seismic Design of Buildings (GB50011-2010)[2] 5.5.1, multiple-floor or high-floor steel structures has a limited value of 1/250 in terms of interlayer displacement angle in elastic range.
Table 3 Ratio of inter-layer displacement under earthquake action staircases X-direction Y-direction Parameter control Storey D-Ratio D-Angle D-Ratio D-Angle Standard Result Slide 3F 1.071 1/508 1.078 1/451 All<1.2 Regular 2F 1.073 1/300 1.081 1/276 All<1.2 Regular 1F 1.072 1/337 1.088 1/324 All<1.2 Regular anti- symmetric 3F 1.042 1/517 1.013 1/458 All<1.2 Regular 2F 1.037 1/360 1.004 1/390 All<1.2 Regular 1F 1.040 1/425 1.026 1/472 All<1.2 Regular Surroundings 3F 1.021 1/544 1.363 1/398 1.31/348 1.536 1/239 Y >1.5 Severely irregular 1F 1.040 1/393 1.557 1/278 Y >1.5 Severely irregular Near-mass center 3F 1.229 1/479 1.189 1/414 1.21/283 1.217 1/251 1.21/325 1.222 1/302 1.2References [1] Han Feng: Influences of Staircases on Frame Structure Calculation Model.

Scene 1 Scene 2 Scene 3 50µm50µm Fig.1 Principle of packing: scene 1 shows the first collision, scene 2 the second collision and scene 3 the third collision.
The powder samples as listed in Table 1 were prepared.
(1).
References [1] T.
Metals, 50[5](1986), 475-479

References [1] M.
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