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Mechanism Research of Bus Dynamic Information Impact on the Commuter Travel Behavior LIU Er-Hui1,a, TIAN Sheng2,b*, CHEN Qian3,c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China 2*School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China 3School of Transportation, Southeast University, Nanjing, China alehscut@qq.com, bshitian1@scut.edu.cn, cseu_chq@163.com Keywords: Intelligent Transportation, Dynamic Bus Information, Binary Logit Model, Commuter, Travel Route Selection Abstract.
Applied Mechanics and Materials, 2013, 368: 1876-1880
Journal of Wuhan University of Technology(Transportation Science & Engineering), 2010, 34(4): 738-741
Journal of Wuhan University of Technology(Transportation Science & Engineering), 2012, 36(3): 034
Journal of Jilin University(Engineering and Technology Edition), 2013 ,43(2): 304-309

They are the typical combinatorial optimization problems with the characteristic of strong constraint in engineering practice.
Dini: Proceedings of the 2nd CIRP Intelligent Computation in Manufacturing Engineering, (2000), p. 227 [6] J.
Dash, in: IEEE International Conference on Automation Science and Engineering, Arlington, USA (2008), 894
Yu: Applied Mechanics and Materials Vol. 16-19 (2009), p. 130 [14] T.
Zhang: Journal of Mechanical Engineering Vol. 46 (2010), p. 149

Innovative composite materials, such as Fiber Reinforced Cementitious Matrix (FRCM), can be adopted for the retrofitting of masonry structures.
When dealing with stone masonry walls, the application of these innovative composite materials is usually preceded by a more traditional retrofitting technique: grout injection.
Indeed, being able to analyze the efficiency of grout injection separately from the FRCM strengthening system application is very interesting and could provide precious indications for the engineering practice, given that injection is usually performed as a preliminary intervention on stone masonry samples.
Lekka, Externally bonded grids as strengthening and seismic retrofitting materials of masonry panels, Constr.
Mazzotti, FRCM Strengthened Masonry Panels: The Role of Mechanical Anchorages and Symmetric Layouts, Key Eng.

Cheng2,d 1College of Mechanical and Electrical Engineering, China Jiliang University, Hangzhou 310018, China 2College of Mechanical and Electrical Engineering, China Jiliang University, Hangzhou 310018, China awangbinrui@163.com, bhzxuyin@yahoo.com.cn, cjinyinglian@cjlu.edu.cn, dloint@163.com Keywords: Adaptive; Kalman Filter; Feature Matching; Vision Compensation Abstract.
Introduction More and more material processing adopts mobile robots to handling toxic materials.
The key problem to deduce Eq. 8 is to remove the right column.
Infrared and Laser Engineering. 2008.4(37):304

Comparative Study on the Impurities Content of Hydrogenated Transformer Oil Under Static Condition Yihua Qian1,a, Yibin Huang 2,b, Qiang Fu1,c, Haiyan Wu2,d, Zhensheng Zhong 2*,e 1Electric Power Research Institute of Guangdong Power Grid Corporation, Guangzhou,China 2College of Chemistry and Chemical Engineering,South China University of Technology,Guangzhou,China aqianyh2001@163.com, bybhuang615@126.com, c13926402226@163.com, d540240482@qq.com, echszhong@scut.edu.cn Keywords: hydrogenated transformer oil; naphthenic transformer oil; impurities content; determination Abstract.
Experiment 1.1 Materials Four kinds of transformer oil were collected from the market (listed in Table 1).
And the instrumentation is SPEC SPECTRO LNF Q200 made in America. 1.2.3 Test of Corrosive Sulfur The tests are carried out according to ASTM D1275 B-2006 [8]. 1.2.4 Test of Sulfur Content The tests are carried out according to GB/T 17040-2008 [9].And the oil samples are determined by Guangzhou Mechanical Engineering Research Institute. 1.2.5 Test of Acidity The tests are carried out according to GB/T 264-83 [10]. 1.2.6 Test of Interfacial Tension The tests are carried out according to GB/T 6541-86 [11].And the instrumentation is Auto Tension Tester ZHZ501 made in Shandong,China.
Acknowledgement This work is financially supported by Key Research Project of Guangdong Power Grid Corporation (K-GD2011-377).
Power System Engineering.

Start-up Performances of High-solid Anaerobic Digestion of Sewage Sludge under Mesophilic Condition Nina Duan 1, Bin Dong 1,a, Qunbiao He1 and Xiaohu Dai1 1 National Engineering Research Center for Urban Pollution Control, School of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai, 20092, PR China anina3330@163.com Keywords: anaerobic digestion; sewage sludge; high solids; start up; mesophilic Abstract.
High-solid anaerobic digestion has been claimed to be advantageous over traditional liquid anaerobic digestion for several reasons including smaller reactor volume, lower energy requirements for heating, minimal material handling, and lower total parasitic energy loss[5].
Materials and Methods Substrates and Inoculums.
Acknowledgement This work was financially supported by the National Key Technologies R&D Program of China (2010BAC67B04).
[19] Metcalf & Eddy: Wastewater engineering: treatment and reuse. 4th ed.( McGraw-Hill Press, New York 2003)

Summing up the above, in different engineering background, the joint stiffness was diversely, which surveyed by experiment or calculated by design models.
Connecting bolts between segments are the main part and key position in shield tunnel.
[3] Zongxian Su, Chuan HE: Engineering Mechanics.
Vol. 39 (2004), p. 744-748, In Chinese [9] Wenhao Sun, Qizhu Jiao, Guangqiao Xue, Wangang Liu: Chinese Journal of Underground Space and Engineering.
Vol. 4 (2008), p. 973-978, In Chinese [10] Rulu Wang: Underground Engineering and Tunnels.

It is the key of analyzing pile foundation performance of bearing horizontal load to confirm counter-force coefficient of foundation soil.
Engineering investigation, earthwork in suit and laboratory test are adopted to analyze composition of the pile lateral soil and physico-mechanical properties for analyzing the capacity that pile foundation resisted horizontal load.
As an example of m method, horizontal resistance stiffness of pile lateral soil can be shown in Eq. 9: (9) Experimental study Engineering geological profile.
Soil basic situation on engineering site are saturated silt, Micronesia sand and lamp medium sand gravel according to the geological data.
This experiment combined with horizontal static load experiment of detailed engineering of Berlin's four season residential area of Qianguo county of Songyuan in Jilin province.

Exploring Agent-based Modeling for Emergency Logistics Collaborative Decision Making Li Zhang1,a, Zhi Qi2,b, Hao Cui1,c, Senhua Wang1,d, Yahui Ning1,e and Qianzhu Wang3,f 1Department of Logistics Information Engineering, Logistical Engineering University, Chongqing, 401311, China 2Foreign Training Department, Logistical Engineering University, Chongqing, 401311, China 33G Academe, Chongqing University of Posts and Telecommunications, Chongqing, 401311, China azhangli.cqleu@gmail.com, bfyqz2004@sina.com, chaoccq@126.com, dw_senhua@yahoo.com.cn, eningyh@126.com, fwangqz@cqupt.edu.cn Keywords: Emergency Logistics, Collaborative Decision Making, Agent-based Modeling, Multi-agent System, Semi-autonomous.
The key for decision making is to distribute emergency logistics tasks and plan the specific execution scheme.
Blasco: Lecture Notes in Computer Science Vol. 2690 (2003), p. 43 [6] Sharma: Journal of Computational Methods in Science and Engineering Vol. 9 (2009), p. 13 [7] A.M.
Unland, in: Engineering Self-Organising Systems, Nature-Inspired Approaches to Software Engineering, edited by G.
Li: Advanced Materials Research Vol.605-607 (2013), p. 2337 [11] P.R.

Stability analysis of central haulage in Baluba copper mine Gaohui Yao1, a, Yiming Wang2,b and Kaijian Hu3,c 1 CNMC Luanshya Copper Mines PLC,Zambia 2 School of Civil and Enviromental Engineering, University of Science &Technology Beijing, China 3 School of Civil and Enviromental Engineering, University of Science &Technology Beijing, China ayaogaohui@163.com, b ustbwym@126.com, c kaijianvms123@sina.com Keywords: Protection Pillar, Failure Mechanism, Strengthening of the rock mass, Support Layout, Steel Arch Set.
Mountfort, in: A handbook on Rock Engineering Practice for Tabular Hard Rock Mines (Creda Communications,Cape Town 1999)
S.Huang,in:Chinese Journal of Geotechnical Engineering Vol.31 (2009),p.40-47(In Chinese)
[6] X.P.Zhou, X.M.Xu, S.L.Chen, in:Chinese Journal of Rock Mechanics And Engineering Vol.25 (z1),2006,p.2656-2661(In Chinese)
[7] X.K.Zhang, L.G.Wang, Y.Wu, X.Dong, in:Journal of Mining And Safety Engineering Vol.25 (2008), p.46-49(In Chinese)