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Numerical simulation on the oblique penetration of ceramic particles reinforced metal matrix functional gradient armor Zhenqing Wang1,a, Xiaojun Tang1,b, Xintao Wang1,c, Xiangnan Meng1,d, Hongqing Lv1,e 1College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, P.R.
The authors acknowledge Harbin Engineering University of China.
International Journal of Impact Engineering.

Study of the Effect of Cement Asphalt Mortar Disease on Mechanical Properties of CRTS II Slab Ballastless Track Fu-shan Liu1,a, Zhi-ping ZENG1,2,b, Bin WU1,c, Zhi-chao Zhang1,d, Kui PENG1,e, (School of Civil Engineering, Central South University, Changsha 410075, China) （Key Laboratory of Engineering Structure of Heavy Railway (Central South University),Ministry of Education, Changsha 410075, China） afushan0716@163.com, bhzzp7475@126.com,ccsubinwu@163.com, dwindychao0728@sina.com,epengkui@qq.com Key Words: CRTSⅡ slab ballastless track; cement asphalt mortar; temperature gradient; train load; coupling action Abstract.
[6] Xi-Cheng CHEN.Analysis on Dynamic Performance of Slab Track on Subgrade under Move Loading Action.Railway Engineering,2007,11:94-98.
Journal of railway engineering society,2009.

Experimental research on vibrating compaction characteristics of river sand Ying-yong Li 1, a, Wei-dong Cao 2,b and Shu-tang Liu 2,c 1Highway Bureau of Shandong Province Communications Department, No.19 Shungeng Road, Jinan, PR China, 250002 2School of Civil Engineering, Shandong University, No.17923 Jingshi Road, Jinan, PR China, 250061 aleeyyong@163.com, bcwd2001@ sdu.edu.cn, cgtreesl @ sdu.edu.cn Key words: River sand; Vibrating compaction; Orthogonal test; Compaction characteristics Abstract.
Engineering Geology 98 (2008) 133–143
Chinese Journal of Geotechnical Engineering, 2007, 29(3): 360-365
Test Methods of Soils for Highway Engineering.

Density Currents Dynamics Over Rough Beds Reza Nasrollahpour1, a*, Mohamad Hidayat Jamal2, b, Mehdi Ghomeshi3, c, Zulhilmi Ismail4,d, Peiman Roushenas5, e 1,2,4,5 Department of Hydraulics and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor Bahru, Malaysia 3Department of Hydraulic Structures, Faculty of Water Sciences Engineering, Shahid Chamran University of Ahvaz, Ahvaz, Iran anreza7@live.utm.my, bmhidayat@utm.my, cghomeshi@scu.ac.ir, dzulhilmi@utm.my,erpeiman2@live.utm.my Keywords: Density current, Conic roughness, Bed roughness, Reservoir sedimentation Abstract.
Morris, Reservoir sedimentation II: reservoir desiltation and long-term storage capacity, Journal of Hydraulic Engineering. 118, 3 (1992) 370-384
Herman, Impact of turbidity currents on reservoir sedimentation, Journal of Hydraulic Engineering. 127, 1 (2001) 6-16

Apply for RC Beams and Slabs Strengthened with New Inorganic Adhesives Sticked FRP Sheets Ailian ZHANG School of Civil Engineering, Sichuan College of Architectural Technology, Deyang 618000, China zhangailian1980@163.com Keywords: inorganic adhesive; MPB; carbon fiber sheet (CFS); frame structure; reinforce Abstract.
In this paper, apply for RC beams and slabs strengthened with new inorganic adhesives sticked FRP sheets was studied by experiment through a practical framework structure engineering reinforcement with the purpose of improving excellent high temperature performance of adhesives.
General Situation of the Engineering The original commercial and residential complex adopts the cast-in-place frame structure of reinforced concrete in Wuhou district, Chengdu.
On Engineered Cementitious Composites (ECC): A Review of the Material and its Applications [J].

Structural Damage Identification Method Based on Displacement Data *Hongyue SUN, Wen FAN School of Control and Mechanical Engineering, TIANJIN CHENJIAN University, CHINA *sunhy@tcu.edu.cn Keywords: damage identification, structural, displacement Abstract.
For civil engineering structure, especially for high-rise building with concrete as main material, the change of modal frequency sensitivity to the local damage is very low [2], and modal measurement accuracy cannot be guaranteed, the modal dynamic damage index based on frequency, mode of vibration loss its function and unsuitable for local structural damage detection [3].
Journal of Structural Engineering, ASCE, 1991, 117(10) [3] Fei CUI, Wancheng YUAN, Jiajun SHI, Damage Detection of Structures Based on Static Response Journal of Tongji University, 2000, 28(1):5-8
Journal of Engineering Mechanics, 1991, 117(5):1021-1035.

Numerical simulation and Optimization of the flow field in the SCR system Wenpeng Hong1, a, Haoshu Ding1,a and Yue Huang2,a 1 School of Energy and Power Engineering, Northeast Dianli University, Jilin 132012, China 2 School of Civil Engineering and Architecture, Northeast Dianli University, Jilin 132012, China a13689882248@163.com Keywords: Selective Catalytic Reduction(SCR);Numerical simulation;Guide plate;Flow field.
Simulation Optimization on Flow Field of SCR Denitrification Reactors[J].Journal of Chinese Society of Power Engineering, 2010, 30(3): 224-229 [2] W.
Direct use of kinetic parameters for modeling and simulation of a selective catalytic reduction process.Industrial & Engineering Chemistry Research, 39, 1159.

Study on Shear Performance and Construction Technology of the Stress Absorbing Layer in Underground Road Composite Pavement Caili Zhang 1,2,a , Ningli Li 1,2,b , QingYi Xiao1,2,c ,Chuang Du1,2,d and Ti Song1,2,e 1College of Civil Engineering, Hebei University of Technology, Tianjin , 300401,china 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401,china azhangcailimeng@163.com, b lnl808@163.com, cchaphd@sina.com d15438174@qq.com,esongti76@163.com Keywords: Composite Pavement ; Stress Absorbing Layer; Underground Road; Shear Stress Abstract.
Stress Absorbing layer in the road surface is cooled to below 60°C to open traffic or overlay,or determined by the Engineer.
Underground Space and Engineering,2009 5(1):1-6.In Chinese

Network Design of Park-And-Ride System to Promote Transit Patronage Xinyuan Chen1, 2, a*, Zhiyuan Liu1 and Wei Deng2 1Institute of Transport Studies, Department of Civil Engineering, Monash University, Melbourne, VIC3800, Australia 2School of Transportation, Southeast University, Nanjing, China 210096 aEmail: chenxinyuan8140@163.com Keywords: Park and Ride; Bi-level programming; Network design; Bi-modal network; Location design.
Journal of Transportation Engineering, 138(1), (2011) 12-20
Wang: Calibration of platoon dispersion parameter considering the impact of number of lanes, Journal of Transportation Engineering, 139(2), (2013) 200–207
Yu: Robust Optimization Model of Bus Transit Network Design with Stochastic Travel Time, Journal of Transportation Engineering, 139(6), (2013) 625–634

Box 417, School of Mechatronics Engineering Harbin Institute of Technology, Harbin 150001, P R China wenshurui@163.com Keywords: tower crane, double pulling rods, non-conservative force, out of the lifting plane, stability.
Journal of bridge engineering Vol. 10(1) (2005), p. 87-95
Journal of Harbin University of Civil Engineering and Architecture Vol. 30(2) (1997), p. 99-103.
Out-of-plane Stability of a Bending Beam.Gongcheng Lixue/Engineering Mechanics, Vol. 22, n SUPPL.