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Journal of Structure Engineering, 2000, 126(2): 235 - 242
Earthquake Engineering and Structural Dynamics, 1994, 23: 699-715
CHINA CIVIL ENGINEERING JOURNAL, 2009, 42(2): 119-125.
Journal of Hydraulic Engineering, 2007, 38(7):23-32.
Journal of Hydraulic Engineering, 2006, 37(12): 1509-1515.

The fatigue life simulation of the wheel of CHR3 EMU in random loading Jianwei Yang 1,a，Qilong Shi 2,b，Guangye Zhang 1,c, Jiao Zhang 2,d 1Beijing University of civil engineering and architecture School of Mechanical-electronic and Automobile Engineering，Beijing 100044 2Taiyuan University of Science and Technology School of Machine-electricity Engineering, Taiyuan Shanxi 030024 arailyjw@163.com,bahiqilong@163.com, czhangguangye1@126.com, d413711913@163.com Keywords: EMU wheels; FEM; fatigue life; MBS Abstract.
Acknowledgement This work was financially supported by Funding Project for Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality(PHR201106125), the project of Taiyuan Science and technology development Founds(NO: 09121009)and the Beijing University of Civil Engineering and Architecture Doctoral Fund (NO: 101001704) and Beijing Qualified personnel Culture Fund （2010D005017000007）.
Cyclic stress—strain concepts applied to component fatigue life prediction[C]//Society of Automotive Engineers Automotive Engineering Congress.
[3]Yongming Liu, Liming Liu, Brant Stratman, Sankaran Mahadevan.Multiaxial fatigue reliability analysis of railroad wheels[J].Reliability Engineering and System Safety,2008,93:456–467

Design of Mitigation Damper with Support Flexibility for Stay Cable under Bridge Deck Excitation Shuai Luo1, a, Quansheng Yan1, b and Hongjun Liu2, c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China 2Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, China a200677@gmail.com, bcvqshyan@scut.edu.cn, cliuhongjun@hit.edu.cn Keywords: Stay cable; bridge deck vibration; damper; support flexibility; modal damping.
Introduction As engineers around the world continue to extend the spans of cable-stayed bridges, the cable systems in these bridges become lighter, more flexible, and less damped.
Civil Engineering, 58 (1988) 38-41
Johnson, Experimental verification of smart cable damping, Journal of Engineering Mechanics, 132 (2006) 268-278
Hoang, Design formulas for damping of a stay cable with a damper, Journal of Structural Engineering, 134 (2008) 269-278

Performance of Lean Duplex Stainless Steel Stub Columns with Stiffener Vidya K C 1,a *, George M Varghese 2,b, 1P.G Student, Department Of Civil Engineering, Amal Jyothi College Of Engineering, Kottayam, India 2Assistant Professor, Department Of Civil Engineering, Amal Jyothi College Of Engineering, Kottayam, India avidyakchandran@gmail.com, b georgemvarghese@amaljyothi.ac.in Keywords: Hollow stub column, buckling load, LDSS, finite element analysis, ANSYS Abstract: The stainless steel are employed in a wide range of structural application such as in bridges, storage tanks, reinforcing bars for concrete structure, etc.
Journal Of Structural Engineering 2015; 141(11): 04015031-10
Journal Of Structural Engineering 2004;130(11): 1772-1781
World Conference on Earthquake Engineering 2004; PP-77.

Theoretical Analysis and Experimental Study on Damage Probability of HSHP Concrete Shansuo ZHENGa, Shunli CHEb, Lei ZENG c, Lei LId and Jie ZHENGe School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China a zhengshansuo@263.net,b cheshunli@126.com,c zenglei28@126.com, d lilei1004@163.com,e zhengjie@263.net Keywords: Damage probability; HSHP concrete; Weibull theory; Key parameter.
Damage probability is a new concept in modern engineering design.
The conception of structural reliability has been widely recognized and adopted in engineering.
Civil Eng.
The Ninth International Symposium on Structural Engineering for Young Experts,Fuzhou & Xiamen, China, (2006), p516-521

Smart concrete, sensors and self-sensing concrete structures Hui Li1, a and Jinping Ou1,2,b 1 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090 China 2 School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian, 116024 China a lihui@hit.edu.cn, boujinping@hit.edu.cn Keywords: Smart concrete, embedded sensors, strain self-monitoring of concrete components, carbon black, carbon fiber Abstract.
Introduction Concrete structures constitute a large portion of physical infrastructures in the world, and concrete is still an irreplaceable constructional material of civil engineering in the new century.
Civil engineering structures are usually exposure to environment and the environment condition such as moisture content and temperature are varied.
Chung: Materials Science and Engineering Vol. 22 (1998), p. 57-78 [15] Z.Q.
Sun: Sensor engineering (Press of DA'LIAN institute of technology, China1999)

Application Research of Rock Coupling Testing System for Underground Engineering in Sanshandao Gold Mine Dong JI1,2 a, Chao PENG, 1,2 Liang ZHAO1,2, Fenhua REN1,2 b 1 School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China; 2 key laboratory of High-efficient Mining and Safety of Metal Mines, Beijing 100083, China； ajidong19871114@163.com, brenfh2001@sina.com Keywords: Underground Engineering, Stability of Rock Mass, Coupling Testing System, Excavation Damage Zone, Field Measurement Abstract.
Rock instability and failure disasters are now common engineering-geological problems of underground engineering.
Coupling testing system is engineering practicable, which can meet the demand of rock stability evaluation study of underground engineering in Sanshandao gold mine.
Study on rock mechanics in deep mining engineering.
Chinese Journal of Rock Mechanics and Engineering, Vol.24, No.16, pp. 2803-2813, 2005

Settlement Analysis of Foundation Base on Finite Element Method Xiao Song1, a, Hui Zhang2,b, Guangsheng Xu3, c 1 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 2 School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 3 Kai Feng Tian Yuan Space Frame Engineering CO.LTD, Henan, 475004, China apsudq@163.com, bhedazhanghui@163.com, c xuguangsheng126@163.com Keywords: Stress distribution, Finite element method, Numerical simulation Abstract.
However, due to the complexity of the interface behavior between soil and pile materials, it becomes a problem in geotechnical engineering and it’s very difficult to obtain the analytical solution [1].
Engineering case of research A sluice of medium-sized locks covers an area of 8 × 12 meters, wide river about 166 m, and form a complete set of about 830 m excavation river.
[4] Renpeng Cheng, Guoqian Lang: Journal of Zhejiang University (Engineering Science), Vol.36 (2002), No.6, p668 (In Chinese).

Laboratory Experiment Study on Real-time Monitoring and Safety Early Warning System of Structure Settlement and Deformation Xiao Dong Pan1, aand Lei Zhao1, b 1College of Civil Engineering, Zhejiang University of Technology, Hangzhou, 310014, China apanxd@126.com, bsxnona@163.com Keywords: Structural monitoring, Sensors, Real-time monitoring, Static force level, Biaxial inclinometer.
At present the monitoring system has been applied to the dam, tunnel deformation monitoring in geotechnical engineering of high precision.
In ocean engineering, for example by Zhang Shengtao et al study on monitoring and alarm system for marine [2].
In tunnel engineering, for example by Liu Lin et al.
Habel, 4 - Structural health monitoring systems for reinforced concrete structures, In Woodhead Publishing Series in Civil and Structural Engineering, edited by Christiane Maierhofer, Hans-Wolf Reinhardt and Gerd Dobmann, Wood head Publishing, 2010, Volume 2, Pages 63-94

Study On Model tests Of Desilting Tunnel Of Longkou Power Station Wangmin1, a, Yongxin Wu2,b 1School of civil engineering,Tianjin University, Tianjin 300072, China 2School of civil engineering,Tianjin University, Tianjin 300072, China a648901568@qq.com, bwyxwys@sina.com Keywords: Model tests, Longkou hydropower station, Desilting tunnel.
Introduction In hydraulic engineering design, it is important to study the desilting tunnel inlet sediment problem[1], which directly affects the operation safty of the reservoir, play and life[2].
Through the model tests study on the sediment tunnel in Longkou hydropower station, providing the reliable data to engineering designers.
Study on simulation model tests for gate chamber of desilting tunel in Xiao Langdi project,Journal of Hydraulic Engineering(1998.2),p58-60
The design of desilting tunnel of Longkou power station , Engineering design of water resources and hydropower,30-2 (2011), p29-30