Search results

The Design of Roof Structure for Bicycle Stadium in Jinan Olympic Sports Center Yan Lin 1,4, a, Chang-lin Sun 2,b , Wei Jiang 3,c, Gang Du 4,d, Qing-wei Lin 4,d , and Yun Chi 4,d 1School of Civil Engineering Shandong University, Jinan 250061 China 2 School of Foreign Languages, Shandong Jianzhu University, Jinan 250101 China 3 Shandong Tianwei Engineering Consulting Co.
,Ltd, Jinan 250014 China 4 School of Civil Engineering, Shandong Jianzhu University, Jinan 250101 China alinyan126@163.com, banniesun66@hotmail.com, cjiangwei126@163.com, dhym5058@sina.com Keywords: Spatial truss structure with steel tube; Static behavior; Dynamic analysis; Cast steel support; Finite element method Abstract.
The research results in this paper can provide references for the design of similar engineering.
Accordingly, the test is performed by aerodynamics laboratory in Beijing University Mechanics and Engineering School.
World Information on Earthquake Engineering, Vol. 20(2004), p.70 [6] Xi-liang Liu, Yan Lin.

The engineering geological conditions should be avoided the adverse terrain as far as possible in order to reduce the engineering cost of foundation treatment.
Acknowledgements This work was financially supported by the Key Discipline of Civil Engineering in Hunan Province, the National Natural Science Fund of China (11175081), the First Kind of National Characteristics Professional(TS12322)and the Project of Hunan Provincial Department of Science and Technology (2011SK2015).
[3] Wang Shan: Water & Wastewater Engineering(in chinese).Vol.25(1999),p.64-66
[6] Jia Haifeng,Lu Yuwen,Guo Yu,Li Chunyan:Water & Wastewater Engineering(in chinese).
[7] Lu Cunzhen; Xin Kunlun; Tao Tao:Water & Wastewater Engineering(in chinese).

Furthermore, the engineering design case of shear connector in the 4th Nanjing Yangtze River Bridge North Terminal Chuhe Bridge is presented.
Furthermore, the engineering design case of shear connector in the 4th Nanjing Yangtze River Bridge North Terminal Chuhe Bridge is presented.
Fig. 6 Twin-PBL connector in Taohuayu Bridge Fig. 7 S-PBL connector in Baise Bridge Engineering example on design of shear connector Engineering situation.
Some domestic and international engineering examples are also taken as reference.
China Civil Engineering Journal, 1999, 32(2):3-7.

On the background of 318 highway bridge of the Yinjiang Jihan Navigation Project, it introduces the methods and contents of the construction control of long-span prestressed concrete continuous girder bridge, it adopts Midas/Civil softwares to have a simulation analysis and effective control for the construction process of whole bridge.
References [1] Longjiang Zhao, Haiyan Wang, Shusheng Cao: Railway Engineering Vol.24(2011), p.24.
(In Chinese) [5] Yan Cheng: Engineering and Construction Vol.4(2012), p.554.
(In Chinese) [8] Xuedong Guo, Hao Jiang: JOURNAL OF JILIN UNIVERSITY (ENGINEERING AND TECHNOLOGY EDITION)Vol.3(2006), p.34.

Branco4,e, Eduardo Chahud4,f and Tulio Hallak Panzera5,g 1 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 2 Department of Structural Engineering, Engineering School of São Carlos (EESC/USP), São Carlos, 13566-590, Brazil. 3 Faculty of Engineering of Bauru, UNESP – Paulista State University, Bauru, 17033-360, Brazil. 4 Faculty of Engineering and Architecture, FUMEC University, Belo Horizonte, 30130-009, Brazil. 5 Department of Mechanical Engineering, Federal University of São João del-Rei, São João del-Rei, 36.307-352, Brazil.
International Journal of Materials Engineering.
International Journal of Materials Engineering.
Journal of Civil Engineering Research.

The bridges should not be the limiting component of railway traffic, so the Slovak Railways requested our Department of Structures and Bridges, Faculty of Civil Engineering, University of Zilina, for guideline updating.
Vaidogas, Solving Civil Engineering Problems by Means of Fuzzy and Stochastic MCDM Methods: Current State and Future Research, Mathematical Problems in Engineering.
Vaidogas, Decision Making Methods and Applications in Civil Engineering, Mathematical Problems in Engineering.
R-S-P seminar „Theoretical Foundation of Civil Engineering“, August 24–28, 2015, Samara, Russia, pp. 839-844
Key Engineering Materials. 691 (2016) 172-184

New Method and Application of Negative Friction Resistance Monitoring for PHC Pipe Pile Liang Han1,a Aijun Yao1,b and Junwei Han2,c 1College of Architecture and Civil Engineering, Beijing university of technology, 100124, China 2Tianjin In-situ Geophysics Scientific Co., Ltd., Tianjin, 300250, China ahanliang@bjut.edu.cn, byaj@bjut.edu.cn, ceatfatbig@sina.com Keywords: PHC pipe pile, negative friction resistance, sliding micrometer, stress and strain monitoring, strain distribution, axial force distribution, skin friction resistance and toe resistance distribution Abstract.
Introduction The PHC (Pre-stressed High-strength Concrete) pipe pile has been extensively used in industrial and civil buildings in many regions of our country.
It is also important for better result to gain practical engineering experience.
Proceedings of the 18th national conference on structure engineering, (Engineering Mechanics press, Beijing, 2009), p.244-247 [3] X.
Journal of underground space and engineering, Vol.2 (2006), p1014-1024 [5] K.Y.

Introduction New subject was researched for geology and civil engineering experts because of Wenchuan earthquake, much useful theory were obtained after investigating and analyzing geological features and buildings by a large number of scholars and researchers [1~4].
This method will be new approach to analyze bending deformation and failure of beam in rock and civil engineering.
Jin, et al: World Earthquake Engineering, Vol. 25 (2009) No.2, pp. 68-71 (In Chinese)
Wang, et al: Earthquake Resistant Engineering and Retrofitting, Vol. 30 (2008) No. 4, pp. 24-28 (In Chinese)
Pang: Highway Engineering, Vol. 32 (2007) No. 4, pp. 107～109 (In Chinese)

Research on the vortex structures of flow around surface-mounted obstcales CHEN Shan-qun1,a, LIAO Bin1 1College of Architecture and Civil Engineering ,Anhui Polytechnic University,Wuhu ,China achenshanqun@126.com Keywords:turbulent separation flow;flow around obstacle;large eddy simulation(LES);wake characteristics; numerical simulation Abstract:The large eddy simulation(LES)method was employed to compute the flow past three types of obstacles on slope surface.
In addition, the phenomenon of flow around the obstacles also exists widely in practice, such as in the hydraulic engineering, fluid flow to bypass the gate sill, wide-crested weir, dike, ocean current around the oil platforms and other hydraulic structures; in the aeronautical engineering, air flow around the the double columns which support wings; in civil engineering, wind around a group of chimneys and high-rise buildings.
Therefore, study the flow around obstacles has important practical engineering significance.
Tropea: The flow around surface-mounted,prismatic obstacles placed in a fully developed channel flow, Journal of Fluids Engineering, vol 115, (1993), pp.85-92
Journal of Wind Engineering and Industrial Aerodynamics, vol 81, (1999), pp.347-360

Study on Mechanical Property of Structural Damaged Expansive Soil with CT-triaxial Shear Test Langjing Shi 1, a, Xian Li *, 1, b,Zhen Peng 1,c , Shiji Wang1,2,d, Fan Wu 1, e 1 Academy of Engineering & Technology, Southwest University, Chongqing 400716,China; 2 Department of Civil and Environmental Engineering, Imperial College London, London W72AZ,England; ashilangjing@gmail.com , haoyushi@gmail.com （*corresponding author）, bpz_8614@163.com, cshjwang@swu.edu.cn ,e 15215063597@139.com Keywords: expansive soils; CT-triaxial test; structural damage; mechanical property Abstract: A series of CT-triaxial shear tests were conducted on expansive soil specimens under controlled suction and confining pressure as 50kPa and 100kPa.
Swelling soil has the feature of repeated deformation, so it is called as disaster soil in civil engineering.
Chinese Jounal of Geotechnical Engineering，1999, 21(3)：294-298.
Chinese Jounal of Geotechnical Engineering, 2008, 30(1): 1－20.
Advanced Unsaturated Soil Mechanics and Engineering. 2007.