Search results

Development and Application of Vehicle Electronic Throttle Sun Jianmin1, a, Yin Yubo1,b and Zhou Zeyang1,c 1School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China asunjianmin@bucea.edu.cn, byinyubo@126.com, czhouzeyang123@163.com KEY WORDS: Electronic throttle; Automotive energy saving; Development of vehicle control; Applications of vehicle control.
Applied Research on CVT Works Vehicles The matching of engineering vehicle’s continuously variable transmission device and the engine is complex engineering.
Acknowledgements The study was sponsored by Science and Technology Project of Housing and Urban-Rural Development Ministry of China (2011-K8-2), Funding Project for Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality (PHR IHLB 201106125), and Funded By Open Research Fund Program of Beijing Engineering Research Center of Monitoring for Construction Safety (Beijing University of Civil Engineering and Architecture).
[6] Dong Fuqing: CVT Technology and its Throttle Control System Study for Engineering Vehicles.

The Selection of the Collapsible Loess Foundation Treatment Methods XU Yunbo 1,2, a, SUN Yanfei 1,b 1 Civil Engineering Department, Henan Institute of Engineering, Zhengzhou, China 2 School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan, China axuyunbo@sina.com, b sunyanfei88@sina.com Keywords: Collapsible loess; ground treatment; lime-soil compaction pile Abstract.
This project composed by 34 commercial residential buildings, the engineering information is shown in Table 1.
Engineering Information Number of floors 6-storey 4-storey, 2-storey Number of buildings 22 12 Underground storey Half-storey Half-storey Foundation depth 3.0 2.0 Form of the structure Frame Frame Size of column net 4×5 4×5 Single column load 1200~2100 600~1200 Form of the foundation Raft foundation Independent foundation Building types B C Foundation design level C C Classification of the building collapsible C C 1.
The base upper the lime-soil compaction pile composite foundation is applicable, it may reduce the cost of foundation engineering.
[3] Shanxi Water Resources and Hydropower Engineering Group Co., Ltd., "Construction process standards of dynamic compaction foundation (QB-CNCEC JO10105-2004) ", 2004

China Civil Engineering Journal, 2009, 42(8): 1-8
Structural Engineers, 2011, 27(Supple):294-299
Eighth National Rock MechanicsAnd Engineering Conference,2011,04 [6] Kun Zhu.
Hebei, China:Hebei University of Engineering ,2011,04
Engineering structural vibration control[M].

Durability Design of Tunnel Lining Structures Based on Approximate Probability Haiming Chen1,2,a, Xuan Wang2,b and Shilong Yan1,3,c 1Mineral Engineering Postdoctoral Mobile Research Station, Anhui University of Science and Technology, Shungeng Road 168#, Huainan, Anhui, 232001 China 2School of Civil Engineering and Architecture, Anhui University of Science and Technology, Shungeng Road 168#, Huainan, Anhui, 232001 China 3School of Chemical Engineering, Anhui University of Science and Technology, Shungeng Road 168#, Huainan, Anhui, 232001 China achm818@163.com, b583219129@qq.com, cslyan@aust.edu.cn Keywords: Durability Design, Approximate Probability, Tunnel Lining Structures.
Tunnel Lining Structures Durability Design Program According to the above principle of tunnel lining structures durability design based on approximate probability, the corresponding application program named tunnel lining structures durability design program (TLSDDP) has been developed based on Visual C++ language, which can be used by the researchers, designers, Engineers and technicians.
The application of TLSDDP in Shanghai Yangtze River Tunnel lining structure durability design can explain that TLSDDP is simple and feasible; the results agree well with the actual situation, TLSDDP with certain practical and engineering value can be used in the similar tunnel lining structures durability design.
The main conclusions are as follows: (1) The tunnel lining structure durability design method based on approximate probability established in the paper has certain practical and engineering value, will play an important role in ensuring that the design service life of the tunnel can be realized
Journal of Architecture and Civil Engineering Vol. 25(1) (2008), p.1-9, In Chinese [3] Xi'an University of Architecture and Technology: Standard for durability assessment of concrete structures (CECS 220:2007), In Chinese (China Architecture & Building Press, Beijing 2007)

This method is simple, easy to use, and suitable for the numerical simulation of the various forms of civil engineering structures
Intelligent control for structural vibration of civil engineering[J].
Engineering Mechanics, 25:106—116, 2008.
Journal of Engineering Mechanics, 1997, 123(3):230—238
Earthquake Engineering and Engineering Vibration, 27(4): 156—160,2007.

Svintsov1, b 1Department of Civil Engineering, Peoples' Friendship University of Russia, Moscow, Russia amiharun@yandex.ru, bsvintsovap@rambler.ru Keywords: compressive strength, curing condition, soil-cement ratio.
Soil-concrete is widely used to stabilize and strengthen the foundation footings in civil buildings [4, 5].
Dias, Use of lime and cement treated soils with rigid inclusions, Proceedings of the 3rd International Conference on New Developments in Soil Mechanics and Geotechnical Engineering, Near East University, Nicosia, North Cyprus (2012) 419-424
Soil-concrete in civil buildings.
Civil Eng.

Since 70th, in the USSR, Germany, the USA, Canada, Great Britain and Japan quite large number of civil and industrial facilities with use of various composite reinforcements have been constructed.
In 2012 in Moscow the seminar "Use of composite reinforcements in concrete structures" was held where the leading world expert in the field of composite reinforcements, professor of civil engineering of University Sherbrook (Canada) performed.
Table 1 Profile types Number of profile fiberglass reinforce-ment 4 fiberglass reinforce-ment 6 fiberglass reinforce-ment 8 fiberglass reinforce-ment 10 fiberglass reinforce-ment 12 Effective area of section, Аs, [mm²] 7,85 20,41 39,25 64,37 95,77 Resistance specification under tension, Rs n, [MPa] 1300 1300 1300 1200 1200 Design resistance under tension, Rs, [MPa] 1150 1150 1100 1050 1050 Elastic module, Еs, [MPa] 75000 75000 75000 60000 60000 In compliance with the conducted researches and tests in view of wide ranges of use in Russia the composite nonmetallic reinforcements are recommended for application in various spheres of construction, such as industrial construction, road, hydro technical construction, railway, industrial civil engineering, capital construction, etc.
Fig. 2 9floor apartment building (vil.Lenino, 84 Petergofskoye Highway) Fig. 3 Factory producing concrete goods (Yanino – 1, the Leningrad region) Fig. 4 Civil airport in Kazany Fig. 5 Hydrotechnical structures Fig. 6 Cottage settlement in Leningrad region Conclusion Every year in construction branch there is an introduction of new technologies.

Stability analysis on the structure of a multipurpose gymnasium Wenbo Bao1, a, Lianghua Fu2, b and Yuyong Hu3, c 1, 2, 3 Institute of Engineering Mechanics, Shenyang University of Technology, Shenyang 110023, China awenbobao@163.com, bfulianghua@126.com, chuyy@sut.edu.cn Keywords: Multipurpose gymnasium structure; Steel roof truss; Stability analysis Abstract.
References [1] Liu Yipeng, Zheng Renguang, in: Proceeding of the 3rd gold civil structure software conference for users in china (2010): p.142 (in Chinese) [2] Wu Bing, Meng Meili, et al: Steel Structure, 2010, Vol. 25(2) (2010): p. 39 (in Chinese) [3] Limited company of Beijing gold civil software technology, Institute of China building standard design and research: Use guide of SAP2000 in Chinese, China Communications Press (2006) (in Chinese) [4] Wang Yijun: Net Shell Structure Technology Procedures, China Architecture & Building Press (2006) (in Chinese) [5] Zhao Pengfei, Pan Guohua: Architectural Structure, Vol. 39(1) (2009): p.1 (in Chinese)

Analysis of Gravity Foundation for Offshore structure under Cyclic Loads GAO Rui 1,a , YANG Ling Qiang 1.b, and Wang Yan1,c 1School of Civil engineer and architecture, University of Jinan, Jinan, Shandong province, China acea_gaor@ujn.edu.cn,bcea_yanglq@ujn.edu.cn, ccea_wangyan@ujn.edu.cn Keywords: Offshore structure ; Cyclic Loads; Uncertainty analysis.
In the common design practice for civil structures, the structural stability is proven for several preselected singular static loads[2].

. , Guangzhou 510030, China 2 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China Keywords: factory building, floor slab, static load test Abstract.
Reliability Assessment Standard of Civil Building(GB50292-1999)； 4.