Search results

Performance Test Bench Development of Auto Transmission Control Mechanism Yu Shengwu1, a, Liu Ruijun2,b 1,2College of Traffic &Civil Engineering Beihua University Jilin China a yushengwu_0@163.com, b tjuliuruijun@163.com Keywords: Auto, transmission control mechanism, test bench, test Abstract.
Automotive Engineering, 2010, 32 (3): 223-227
Automotive Engineering, 2008, 30 (11): 975-978
Automotive Engineering, 2010, 32 (1): 56-59
A piecewise hole filling algorithm in reverse engineering[J].

Material Price Risks Impact on Project Costs Research Jianfeng Lia, Yue Shenb, Lijiao Xuc and Yuan Suod School of Civil Engineering, Chang An University, No. 161 Chang An Road, Xi'an city, Shaanxi Province, China alilaoshi1956@163.com, bshen1986yue@126.com, cxulijiao_1314@163.com, dsuoyuanhao@163.com Key words: BOQ; Bidding Control Price; risk; GM (1, 1); Grey Forecasting Model Abstract.
Table 1 Calculation program of Bidding Control Price number Fees Name computing formula 1 Sub-segment cost of Quantities Quantity ×Integrated Unit Price 2 measure costs Quantity ×Integrated Unit Price&1×rate 3 Other project costs Tentative amount+ Provisional valuation of professional engineering+ dataller + Contract service fees 4 set-fee (1+2+3) ×rate 5 tax (1+2+3+4) ×rate 6 Bidding Control Price 1+2+3+4+5 Table 1 tells us that Integrated Unit Price is the main factor which affects the Bidding Control Price.Therefore, how to determine the Integrated Unit Price turns into the first important issue, and also the main target of this study.
Table 6 Integrated Unit Price Analysis Table (by the risk 3.84%) unit: Yuan code Project Name unit quantity Labor costs material cost Machinery costs risk operation cost profit Integrated Unit Price 010416001001 reinforcing steel (Diameter less than 10mm) t 10.00 728.28 3667.82 42.19 140.84 233.99 149.69 4962.82 4-6 round steel withinΦ10 t 10.00 728.28 3667.82 42.19 140.84 233.99 149.69 risk=3667.82×3.84%=140.84 operation cost= (728.28+3667.82+42.19+140.84) ×5.11 %( rate) =233.99 profit=(728.28+3667.82+42.19+140.84+233.99)×3.11%(rate)= 149.69 This case adopt the Construction Engineering Wastage Quota and Reference Rate in Shaanxi province Table 7 Integrated Unit Price Analysis Table (by the risk 5%) unit: Yuan code Project Name unit quantity Labor costs material cost Machinery costs Risk operation cost profit Integrated Unit Price 010416001001 reinforcing steel (Diameter less than 10mm) t 10.00 728.28 3667.82 42.19 183.39 236.17 151.08
5008.93 4-6 round steel withinΦ10 t 10.00 728.28 3667.82 42.19 183.39 236.17 151.08 risk=3667.82×5%=183.39 operation cost= (728.28+3667.82+42.19+183.39) ×5.11 %( rate) = 236.17 profit= (728.28+3667.82+42.19+183.39+233.99) ×3.11 % (rate) =151.08 This case adopt the Construction Engineering Wastage Quota and Reference Rate in Shaanxi province Comparing the above two examples we can find that the Integrated Unit Price of reinforcing steel (Diameter less than 10mm) saves (5008.93-4962.82) = 46.11 (Yuan) if we use the risk predicted by gray theory.
The value of risk predicted by gray theory can change as different duration of projects and actual situations, so it is more in line with engineering practice and the project can receive more reasonable price.

Nonlinear Seismic Behaviors of Girder Bridge with Single-Column Pier Wenliang QiuPa, Le zhoubb and Yu ZhangPc School of Civil Engineering, Dalian University of Technology, Dalian 116024, P.
Duan: Bridge Engineering Handbook, CRC press LLC ( 1999)
Journal of Structural Engineering, ASCE Vol. 26 (8)(2000):869-878
Journal of earthquake engineering and engineering vibration Vol. 26(3)(2006): 70-73.

Systematization Education Discussion and Application Research of Architecture Major in Higher Education Wang bin , Zhao xia , Bian xiaowen, Li jianguo ,Ren zhaojun,Liu wei Institute of Civil Engineering, Binzhou Polytechnic, China Shandong wangbin112233@yeah.net Keywords: Education platform, Education mode, Higher education, Architecture.
Introduction In the present higher education, architecture major is mainly open based on society requirement that include architecture engineering, construction supervision, construction costs, engineering management, real estate management and analyze the major groups.
In the second semester, core center course should be engineering construction.
Research in higher education of engineering, 2004,(03)

Place Meaning Transition Meaning p1 Beginning of rescue t1 Start to rescue p2 End of rescue t2 Judge persons dead or not p3 Sufferer t3 Determine identities of dead persons p4 Dead t4 Rescue affected persons p5 Not dead t5 Protect personnel security p6 Classification of identify t6 Civil protection p7 Identify of sufferer t7 Dispose the bodies p8 Have been hurt t8 Treat the injured persons p9 Not be hurt t9 Translate to other Places p10 The heal methods t10 Recovered p11 End of first aid t11 Follow-up treatments p12 End of treatment Isomorphic Markov chain.According to the Stochastic Petri net established for the emergency procedure, we convert it to an isomorphic Markov chain.
Research on Ontology-based Emergency Response Plan Template, Computer Engineering, 2006, 32(19),170-172
IEEE transactions on automation science and engineering EI SCI, 2009, 6(1)
Evaluation of the Teaching Effect of Construction Engineering Cost Software Based on the Markov Chain.International Conference on Intelligent System Design and Engineering Application,2012
Capacitated stochastic colored Petri net-based approach for computing twoterminal reliability of multi-state network.Systems Engineering and Electronics,2012, 23(2),304-313.

Research of Carbon Emissions of Highway Operation Period Based on Grey Relational Analysis Shuangjian Jiao1,a,Longfei Li1,b,Qunle Du2,c 1College of Engineering, Ocean University of China, China 2Highway Administration Bureau of the Department of Transport of Hebei province, China ajiaoouc@126.com, blilongfei2003@163.com, cdduqunle@sina.com Keywords: Highway; Route indicators; Carbon emissions; Grey relational analysis Abstract: The CO2 emissions of highway transportation industry are huge.
Acknowledgment Thank strongly for the support of civil engineering laboratory involving ocean of engineering institute of Ocean University of China exceedingly.
[6] Shuangjian Jiao, Chengcheng Hou, Yanwei Li, Establishing the CO2 emission model of carbon neutral road based on gradient[C].2011 International Conference on Electrical and Control Engineering (ICECE),2011,Vol.5:4494-4497. in Chinese
[9] JShuangjian Jiao, Chengcheng Hou, Qunle Du, The Research of Carbon Absorbing Ability of Road Greening Plants in North China[C]. 2011 International Conference on Electrical and Control Engineering (ICECE),2011,Vol.6:5598-5601. in Chinese.

Study on Synchronized Grouting Pressure to Segments of Shallow EPB Shield Tunnel Haixing Yang1,a, Jing Cao1,b, Bo Liang1,2, Zude Ding1, Huiming Zhao1 1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, 650500, China. 2Kunming Metro Construction Management Co.Ltd, Kunming, 650011, China.
To sum up, the synchronous grouting pressure should be set at a reasonable range that neither less than minimum control pressure nor more than the maximum control pressure, namely: (12) The case study Engineering situation An engineering practice of urban rail transit in Kunming is at the length of 2917.5m and the tunnel mileage started from ICK30 +805 to ICK33 +555.31. open-cut construction method was applied to ICK30+805～ICK300+900,and the section of ICK30+900～ICK33+555.31 was constructed by shield driven method with the diameter of 6.2m.
Mechanism and Determination of Parameters of Synchronous Grouting in shield tunneling, Chinese Journal of Underground Space and Engineering 2007, 4(1):130-133
Mechanism of backfill grouting in shield tunneling and its effect on the surrounding environment Journal of Disaster Prevention and Mitigation Engineering,2010,30:299～304 [4] Yun L.H.

Petcherdchoo: Advances in Materials Science and Engineering Vol. 2018 (2018), 2793481
Ahmed: Engineering Structures Vol. 245 (2021), 112879
[13] Japan Society of Civil Engineers (JSCE), in: Standard specification for concrete structures-2002, Structural Performance, JSEC Guidelines for Concrete (2003)
Jang: Applied Science and Engineering Progress Vol. 13(2) (2020), p. 127-135
Petcherdchoo: Advances in Materials Science and Engineering Vol. 2021 (2021), 6905802.

Ivanov2,f 1Department of Construction Technology, Faculty of Civil Engineering in Prague, Thákurova 7/2077, 166 29 Prague 6 - Dejvice, Czech Republic 2The National University of Science and Technology “MISiS”, Leninsky pr.6, Moscow, 119991 Russia akravtale@fsv.cvut.cz, badam.konvalinka@fsv.cvut.cz, cevgeny.vinnikov@gmail.com, dassistent@mail.ru, emrdfyz@mail.ru, fpasha-19951995@mail.ru Keywords: Grain size, broadband ultrasonic spectroscopy, marble samples, diffraction, attenuation Abstract.
Journal of Rock Mechanics and Geotechnical Engineering, Volume 8, Issue 1, February 2016, Pages 35-49
Journal of Rock Mechanics and Geotechnical Engineering.
Key Engineering Materials.
Key Engineering Materials.

Free Vibration Analysis for Step Tubular Structures of Tall Buildings Supported on Elastic Foundation Soil Xiao Zhenyan1,a, Gong Yun2,b, * and Gong Yaoqing1,c 1 School of Civil Engineering, Henan Polytechnic University, Jiaozuo 454003, China 2 General Affair and Construction Department, Jiaozuo Teachers College, 454002, China axzyhpu@163.com, bgongyun1@163.com, cgongyq@hpu.edu.cn Keywords: Tall Building Structure.
Many researchers engaging in structural engineering have devoted to investigating the dynamic properties of various structural systems of tall buildings by means of their free vibration analyses.
Jeary: Free Vibration Analysis of Cantilevered Tall Structures Under Various Axial Loads, Engineering Structures 22 (2000) 525–534
Zielinski: Static And Dynamic Analysis of Tall Tube-In-Tube Structures by Finite Story Method, Engineering Structures, Vol. 18, No. 7, pp. 515-527, 1996
Chinese: Formulation of Equivalent Stiffness for Semi-Infinite Elastic Subgrade And Its Application, Engineering Mechanics 2007; 5: 10-16