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Using engineering finite element analysis software ANSYS establish project model and calculation to analysis the isolation performance of sliding isolated structure data of theory.
Civil Engineering Journal, 2004,37 (2) :58-63 [3] R.S.
Engineering Structures 22 (2000):937-946 [4] Haisheng Huang, Bai-Sheng Wang.
Isolation structure dynamic time-history response of a practical engineering algorithm[J].

Study on Disease Detection and Reinforcement of Bridge Pier Column Jian Tan1, a, Lei Wang1,b , Chunyu Wang2,c 1College of Construction Engineering, Jilin University, 6 West Democracy Avenue, China 130021 2 Aviation Theory Fasten, Aeronautical University of Air Force, 222 south lake Road, China 130022 abule62107@sina.com, bwlei@jlu.edu.cn, cchunyuzhi@163.com Key words: Bridge Detection; Jack-up; CFRP; Reinforcement.
[2] Shusen Wang, Chengyong Chun: Journal of Jilin University(Engineering and Technology Edition) Vol. 36 Suppl (2006), p.53 , In Chinese
:Composites in Civil Engineering, (2006) p.499-502
[6] Wencai Fan, Nan Zhang,: Highway Engineering (2010) Vol. 35 No.1, In Chinese

Energy Consumption Analysis of Level Circulating Cooling System in Sanhejian Deep Coal Mine ZHANG Yi 1, 2, a, GUO Dong ming 1,2,b , MENG Li 3,c 1 State Key Laboratory for Geomechanics and Deep Underground Engineering,Beijing,100083,China 2 School of Mechanics, Architecture and Civil Engineering, China University of Mining and Technology(Beijing),100083,China 3 Shandong Institute of Architectural Design and Research of Jining Branch, Jinin, Shandong, 262000 asonshu770209@126.com, bwjgdm1999@163.com, c 603673005@qq.com Keywords: deep mine, level circulation, HEMS cooling system, heat damage, energy consumption Abstract.
Rock mechanics and hazard control in deep mining engineering in China[J].
Basic theory of deep mining and engineering practice [M]．Beijing:Science Press,2006,5-6.

The analysis of prestressed short FRP confined columns Under the action of eccentric load Jiedong Zhan1, a, Yajun Wu1, b , Xinyu Zhou1, c and Xiaogang Chen1, d 1Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, Northeast Petroleum University; Daqing; Heilongjiang 163318; China azjd700617@sina.com, bwuyajunfallinlove@vip.qq.com, czxyzxy977@126.com dchen91910@sina.com Key words: FRP; column; prestress Abstract: This paper studies respectively from the degree of prestress, the grade of concrete strength and the eccentricity, considers the different effects under the influence of different factors, at last gets the most reasonable material parameters.
Introduction So far, the most widely used construction materials in civil engineering is still steel and concrete, the effective combination of the two materials can play the advantages of them, but there is also a very serious problem, that is steel corrosion.
The degree of prestress Fig. 1 Load-displacement curve under different degree of prestress Fig. 2 Ultimate load and ultimate deflection-degree curve Considering in the practical engineering, the applying of the initial prestress contains certain influence to the mechanical properties of components, this paper studies the different degree of prestress impact on the FRP confined concrete columns, mechanical performance mainly performances through the ultimate bearing capacity and ductility.
Journal of Structural Engineering, ASCE, 1999, 125 (10):1085-1093

References [1] Zheng Y R, Zhao S Y, Application of strength reduction FEM in soil and slope [J].Chinese Journal of Rock mechanics and Engineering. 2004,23(19): 3381-3388
Chinese Journal of Geotechnical Engineering, 2002,24(3):343-346
[3] Luan M T,Wu Y J,Nian Y K, A criterion for evaluating slope stability based on development of plastic zone by shear strength reduction FEM [J].Journal of disaster prevention and Mitigation Engineering, 2003, 23(3):1-8
China Civil Engineering Journal.2012, 45(9):136-146

Heat Transfer Analysis of the Operation in Delayed Coking Coke Drum Chengqing Lu1, a, Naiming Wu2,b , Kaiquan Yang3,c 1School of Energy and Power Engineering, Beihang University, No. 37, Xueyuan Road, Haidian District, Beijing City, China 100191 2 School of Energy and Power Engineering, Beihang University, No. 37, Xueyuan Road, Haidian District, Beijing City, China 100191 3School of Civil Engineering, Hebei University of Technology,NO.5340 Xiping Road, Beichen District, Tianjin City, China 300401 atroy27@sina.com, bwnm@buaa.edu.cn, c y.kaiquan@gmail.com Keywords: Coke drum, Heat transfer, Multiple steps analysis, Finite element analysis (FEA) Abstract.
The convection heat transfer coefficients of each stages are made according to heat transfer types and engineering practice.

Liao1, a, Z.Z.Liang1, b, C.A.Tang1, c, Y.F.Yang1, d 1School of Civil and Hydraulic Engineering, Dalian University of Technology,China aliaozhiyi496@163.com,bZ.Z.Liang@163.com,ccatang@mechsoft.cn,dyang.yue.feng@foxmail.com Keywords: Fragmentation; Inclined joint; Crack; RFPA Abstract.Based on the microscopic damage mechanics, the finite element method is applied to investigate theinfluence of the inclined joint on the rock fragmentation under impact loading.The viscous boundary is considered to elimilate the influence of the reflected stress waves from the boundary.
Introduction In recent years, impact breaking rock is widely used in many fields, such as mining engineering, tunnel engineering.
Rock Mechanics and Rock Engineering. 2010, 44(3): 317-332

The seismic performance study of steel pipe concrete column in the absence of beam floor system Lijie MA1,2, a, Jinyu ZHANG1,2,b, Shaojie WANG1,2,c 1 School of Civil Engineering, Hebei United University, No.46 Xinhua West Road,Tangshan 063009, China 2 Earthquake engineering research center of Hebei Province, No.46 Xinhua West Road, Tangshan 063009, China amalijie424@163.com, btszjy@126.com, ctslgwsj@126.com Keywords: Steel concrete column; Floor without beam; Seismic performance; Lateral movement Abstract.
Journal of Structural Engineering, ASCE, 2002, 128 (10): 1243-1252
Shake Table Tests and Analytical Studies of Reinforced and Post-tensioned Concrete Flat Plate Frames[C]. 13th World Conference on Earthquake Engineering, Canada, 2004.

Hybrid Control System for seismic protection of the Benchmark model Jianfang Fu1,a , Xinjian Feng2,b and Jianlin Zhang3,c School of Architecture and Civil Engineering, Xiamen University, Xiamen, 361005, P.R.
Considering practical engineering requirements, damping devices are installed on four side frames of each floor.
Earthquake Engineering and Structural Dynamics, 1998, 27(11):1127-1139 [2] Guohua Liu, Hong Bao, Wenchao Li: Using Genetic Algorithm by MATLAB.
Journal of Engineering Mechanics, ASCE, 131:10, 1046-1055 [4] Yun Zhou, in: The design method and application of wind vibration control, edited by Science Press, 2009: 111

Viscous-Elastic Half-Space Vibration Stimulated by High-Speed Moving Loads of Different Speeds Tao Qian 1a, Xiaoping Shui1, Yongfa Zhang1, Yonggang Guo2, Meng Ma3 1Department of Mechanics, School of Aerospace Engineering, Beijing Institute of Technology, Beijing 100081, China 2China Institute of Water Resources and Hydropower Research, 100044, Beijing, China 3School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China aqtgrant@gmail.com Keywords: Half-Space; Rayleigh Wave; Harmonic Moving Load.
[4] Hung HH, Yang YB: Soil Dynamics and Earthquake Engineering 21(2001) 1-17
[6] ZHOU Huafei, JIANG Jianqun: Chinese Journal of Geotechnical Engineering, 2006, 28(12):2104-2110.In Chinese.