Search results

Numerical Study of Dynamic Response of Steel Deck Pavement on the Bascule Bridge Yun Liu1, a, Xin Yu2, b and Zhendong Qian3, c 1,2College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu, 210098, China. 3Intelligent Transportation System Research Center, Southeast University, Nanjing, Jiangsu, 210018, China.
（1） （2） In engineering structures, the value of the damping ratio ranges from 0.01 to 0.2.

Chung: Journal of Materials Engineering and Performance.
Chung: Journal of Materials in Civil Engineering.

Slope Stability Control Technology During the Horizontal Chamber Driving LI Tao, ZHOU Zhi-long, LIU Qing-nan, ZHANG Chi, WANG Xin-peng, CHEN Hui-xian (School of Mechanics & Civil Engineering, China University of Mining & Technology, Beijing, 100083, China) Keywords: horizontal chamber driving; slope stability; numerical simulation; field monitoring Abstract.
Introduction Analysis of slope stability is an important problem in geotechnical engineering, it involves many engineering fields such as mining engineering, road and bridge projects.
Journal of Geotechnical and Geoenvironmental engineering, 1998, 124(8): 670-683
Journal of Geotechnical and Geoenvironmental engineering, 1998, 124(8): 684-698
Chinese Journal of Geotechnical Engineering, 1998, 20(4): 40-43.In Chinese

Influences of initial forward speed, ground stiffness on seat-belt restraint effectiveness in rollover of engineering vehicle Xiuling Wei1,a, Guiqin Chen1,b, Xianyu Zhang1,c, Xinge Wang1,d, Lei Li 1,e 1Aviation University of Air Force, Changchun, Jilin, 130022, China awei411036@163.com, bcgqiner@gmail.com, czczwhbbg@sina.com, dwangxinge66@sina.com ell445599@126.com Keywords: off-road vehicles; restraint effectiveness; simulation; seat belts; rollover.
At present, there are no injury criteria for engineering vehicles in a rollover event, the injury criteria used in a frontal impact and side impact for a Hybrid III dummy of the automobile industry can provide a reference.
Biosystems Engineering, Vol. 97(1) (2007), p. 163
Computer-Aided Civil and Infrastructure Engineering, Vol.23(6) (2008), p.448.

Discussion on Integrated Design of the Solar Energy Application and Solar Shading of Buildings Yanqiu Cui 1, 2,a, Chunlei Liu 1,2, b, Cailing Luo 3, c 1School of Architectural and Urban Planning, Shandong Jianzhu University, Jinan, 250101, China 2Key Laboratory of Renewable Energy Utilization Technologies in Buildings of Ministry of Education, Shandong Jianzhu University, Jinan, 250101, China 3Jianda Appraisal and Test Center of Building Engineering, Jinan, 250101, China a cyq555888@163.com, bliuchunlei1988@163.com, c tellluocailing@outlook.com Keywords: architectural technology, solar energy, solar shading of buildings, green design of civil buildings.

Methodology for Assessing the Technical Condition of Buildings and Structures Using the Reliability Criterion Denis Dekhterev1,a*, Ashot Tamrazyan2,b 1Yaroslavl State Technical University, Russia, Yaroslavl, Moskovsky prospect, 88 2Moscow State University of Civil Engineering, Russia, Yaroslavskoe shosse, 26, Moscow a9201177874@mail, bgbk@m gsu.ru Keywords: reliability, technical condition, monitoring, categories of technical condition, probability of failure Abstract.
The survey of the engineering and technical condition of buildings is a narrow special type of engineering activity.
For the most complex and unique objects, the solution of engineering diagnostic problems is related to the formulation and solving scientific problems.
Under reliability, in this case, it is necessary to understand the likelihood of trouble-free working at the time of survey of the engineering and technical condition.
MATERIALS SCIENCE AND MECHANICAL ENGINEERING   Серия книг: Applied Mechanics and Materials   Том: 467   Стр.: 404-409   Опубликовано: 2014 [11] Tamrazyan, A., Avetisyan, L.

Character and Dimension Effect of Long Spiral Mud-Jack Bored Pile’s Pressure-Settlement Curve Dequan Zhou1,a ,Huanjie Tan1,a 1School of Civil Engineering and Architecture , Changsha University of Science and Technology, Changsha, China 410004 a zhoudequan28@163.com Keywords: Geotechnical Engineering, Long Spiral Pile, Bearing Capacity of Single Pile, Comparison Experiment, Dimension Effect Abstract.
Acknowledgements This work was financially supported by Scientific Research Fund of Hunan Provincial Education Department (09A005) and Project of Guangdong Provincial Transportation Department (2011-02-009) References [1]Dequan Zhou,Keneng Zhang,Hongli Liu: submitted to Journal of Architecture Technology(2005)(in Chinese) [2] Shiren Li, Dewen Chen: submitted to Journal of Chinese Journal of Geotechnical Engineering(2001)(in Chinese) [3] Minghua Deng: submitted to Journal of HuNan Hydro & Power(2005)(in Chinese) [4] Junjie Zheng, Feng Zhu, Neizhen Yuan: submitted to Journal of Journal of HuaZhong University of Science and Technology (Nature Science) (2002)(in Chinese) [5] Xiaoping Wang, Mingyuan Zhang, Feipang Liu, Lou Zhong: submitted to Journal of Journal of WuHan University of Technology(2006)(in Chinese) [6] Technical Code for Building Pile Foundation (JGJ94-2008) (in Chinese) [7] Shubin Xie, Anning Ji, Shengxian Liao: submitted to Journal of Chinese Journal of Geotechnical
Engineering(1999)(in Chinese)

Anti-Seismic Behavior of Innovatory RC Frame Subjected to Severe Earthquake Action Xiuli Wang a , Xiaodong Li b , and Tao Li c School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China a wangxl@lut.cn, b lxd55555@tom.com, clitao3255195@mail2.lut.cn Keywords: buckling restrained brace, stiffness-deficiency, frame structure, design process Abstract.
An analysis of an actual engineering project was conducted to provide a design basis for practical problems.
Calculation process of BRBs arrangement Analysis of Actual Engineering Project Description of Engineering Project.
California Structural Engineers Association Of California, (1999)
Earthquake Resistant Engineering and Retrofitting.

Reliability Research of Masonry Column Strengthened with CFRP Based on Monte-Carlo Method Li Li1,2,3a, Hongyi Jiang1,b , Yi Zheng2,3,c , Yulin Yang3,c and Meizhu Sun3,d 1 School of Materials Science and Engineering, Wu Han University of Technology, Wu Han, 430070, China 2 School of Civil Engineering, ShenYang JianZhu University, Shenyang, 110168, China 3 LiaoNing Building Materials Science Institute, Shenyang, 110032, China alili6899@163.com b jianghy@whut.edu.cn c dandongzy@126.com d 13898148888@139.com Keywords: Masonry, CFRP (Carbon Fiber Reinforced Plastics), Reliability, MATLAB, Monte-Carlo.
And the result calculated is reasonable and reliable and it may supply engineering personnel with computer basis.
Program design Matlab is system of science and mathematic soft for engineering computation, and it has strong function.
It has lots of functions that are used in mathematics and statistics and science and engineering.
[6] He Ren-bin: Engineering computer and applying of MATLAB Sixth.

Application 3D numerical simulation on Foundation Pit Dewatering Design of Nanchang International Financial Center Chen Gongxin1,2, a and Wang Lei 3,b 1 Key Laboratory of Nuclear Resources and Environment (ECIT), Ministry of Education，Nanchang JX, 330013,China 2 School of Civil and Environmental Engineering, East China Institute of Technology, FuZhou JX, 344000, China 3 School of Information Engineering, East China Institute of Technology, FuZhou JX, 344000, China a cgx95121@163.com, b wlei598@163.com Keywords: Groundwater 3D Numerical Simulation, Foundation Pit Dewatering; Permeability Coefficient Abstract.
On the basic of the analysis of the project site geotechnical engineering geological conditions and hydro-geological conditions, the sedimentary aquifers structure of this site are discussed.
Chinese Journal of Rock Mechanics and Engineering. 2003 (z1): 2333-2337
Hydrogeology and Engineering Geology. 2005, 32 (3): 67-69
Resources Environment& Engineering. 2007, 21 (4): 402-406.