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Research on Vibration Parameters of Tamping Operation Taoyong Zhou1, a, Bin Hu2, Yongxin Peng1 and Bo Yan1 1 Faculty of Mechanical and Electrical Engineering, Kunming University of Science and Technology, Kunming 650500, China 2 China Railway Large Maintenance Machinery Co., Ltd.
Thom: Proceedings of the Institution of Civil Engineers: Transport Vol.158, No.2 (2005), p.89
Rui: Journal of Transportation Engineering Vol.138, No.1 (2011), p. 123
Liu: Open Electrical & Electronic Engineering Journal Vol.7 (2013), p.103

Fatigue Stiffness Analysis of Corroded RC Beams Yihu Chen1,2,a, Mujie Chen*1, 3,b, Lingyun Sun1,c and Xingmeng Wang1,d 1Bowen College of Management, Guilin University of Technology, Guilin 541006, China 2College of Civil Engineering and Architecture, Guangxi University, Nanning 530004, China 3Guilin University of Technology, Guilin 541004, China acherif2009@gmail.com, bcmj1@glite.edu.cn, c602767984@qq.com, d985957688@qq.com * Corresponding author Keywords: RC beams; Corrosion ratio; Stiffness Abstract.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51068004), Innovation Program of GuangXi Education Commission (2010JGZ046, 2011JGB158) and Guangxi Professional and Curriculum Integration Construction Project for Advanced Education (GXTSZY232), Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering (11-CX-03).
References [1] Qingxuan Shi, Dietao Niu and Guiyun Yan: Journal of Earthquake Engineering and Engineering Vibration (In Chinese) Vol. 20-4 (2000), p. 44 [2] Jin Wang and Yusong Wen: Journal of the China Railway Society (In Chinese) Vol. 21-2 (1999), p. 80 [3] Al-Sulaimani, M Kaleemullah, I A Basunbul and Rasheeduzzafar: ACI Structural Journa1 Vol. 87-2 (2000), p. 220 [4] Chen Li: submitted to Changsha University of Science & Technology (In Chinese) (2008) [5] Ybllim, J C Reid and A R Kemp: Magazine of Concrete Research Vol. 53-3 (2001), p. 171

J-Integral Evaluation for Calculating Structural Intensity and Stress Intensity Factor Using Commercial Finite Element (FE) Solutions Jong Wan Hu Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, jongp24@incheon.ac.kr Keyword: Finite Element Method (FEM), Stress Intensity Factor (SIF), J-Integral, Crack Tip, Fracture Abstract.
Wang et al., Relations between structural intensity and J-integral, Engineering Fracture Mechanics, 72, (2005), pp. 1197-1202 [2] S.
Courtin et al. (2005), Advantages of the J-integral approach for calculating stress intensity factors when using the commercial finite element software ABAQUS, Engineering Fracture Mechanics, 72, (2005) pp. 2174-2185 [3] X.B.
Smith, Finite element modeling of fatigue crack growth of surface cracked plate, Engineering Fracture Mechanics, (1999), pp. 503-522 [4] ABAQUS v. 6.6-1, Theory and user’s manual, Hibbit, Karlsson & Sorensen, Inc.

Thermal effects while fatigue cracking growth under bending Dariusz Rozumek a, Norbert Szmolke b Opole University of Technology, Faculty of Mechanical Engineering, ul.
Thermovision cameras are applied in civil engineering, power engineering, industry (supervision of production), medicine, science and fire protection.
Rozumek: Key Engineering Materials, Vol. 465 (2011), pp. 463-466

[2] Zhang Jianxin.Building information model in the engineering industry obstacles.
[J] [On Engineering Management, 2009, 23 (4), p.387-392
Center for Integrated Facility Engineering,2007
Information Modeling, 12th International Conference on Computing in Civil and Building Engineering[C].Beijing,2008.

Proposed Calculation Formula of Shear Connectors in UHPFRC-NSC Composite Structure Yihong Guo1, a, Zhenqing Wang1,b 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001 China agyhhrb@126.com, bwangzhenqing@hrbeu.edu.cn Keywords: Shear connectors; UHPFRC-NSC composite structure; Push-out test; Proposed calculation formula Abstract.
Today, engineers are concerned with how to apply UHPFRC to the structure.
Acknowledgements This work was financially supported by the Harbin Engineering University Free Research Foundation (HEUCF110212), and by the Heilongjiang Postdoctoral Science Foundation(3236310079).

Cumulative Damage-based Stiffness Reliability Analysis of the Stochastic Structural System Xinchi Yan 1,a and Weitao Zhao 2,b 1 Department of Civil Engineering, Southern Yangtze University, Wuxi 214122, China 2 School of Aviation and Astronavigation Engineering, Shenyang Institute of Aeronautical Engineering, Shenyang 110034, China a ellayan@citiz.net, bzhwt201@yahoo.com.cn Key words: cumulative damage; stiffness; reliability; structural system; stochastic finite element Abstract: Based on the understanding of passive impact of crack induced by fatigue load on ultimate stress and the relation of material strength and elastic modulus, the paper gives expression of residual elastic modulus with the form of cumulative damage and analyzes its digital character.
Journal of Applied Mechanics (1998), 15(3):104-109 [6] HU Yu-ren, CHEN Bo-zhen: Reliability Analysis of Ship and Ocean Engineering Structure (Demotic Traffic Press, Beijing 1996) [7] AN Wei-guang: Structural Systems Reliability and Optimization Design Based on Reliability (National Defence Industry Press, Beijing 1997). ⑧ ⑩ ⑥ 3 5 ① 1.0m ⑨ ② ⑤ ⑦ 6 ④ 4 1.5m ③ 1.5m 1 2 P1P2 Fig. 1 Plane truss structures 3.0 0 5 β 10 15 4.0 5.0 5 (10 )n Fig.2 Reliability index versus circle times

Research about efficiency of seismic mitigation for FPS-TMD system Nan Ge 1, a, Haibin Chen 1,b Yue Wu1,c 1,College of Civil Engineering and Architecture, Hebei United University, Tangshan, China agenanas@163.com, bchb1973@126.com, cwuyue13@163.com Keywords: FPS-TMD system; Lagrange Equation; the maximum inter-story drift; slip friction coefficient Abstract.
In 1985, an American engineer proposed the FPS bearing (Friction Pendulum System) for Structure Seismic Isolation[1].
References [1]ZHOU Fulin, in: Seismic Control and mitigation of Engineering Structures, Seismological Press, Beijing(1997)
Earthquake Resistant Engineering and Retrofitting,Vol. 32(2010), p.20 [6]LIU Jingbo, DU Xiuli, in: Dynamics of Structure, China Machine Press, Beijing (2005) [7]SUN Xiang, XU Liumei, WU Qing, in: MATLAB Basic Course, Tsinghua University Press, Beijing(2005)

An Experiment on Bond-anchoring Property of Prestressing Spiral Groove Tendon Meng Chen a , Pinwu Guan b School of Civil Engineering, Zhengzhou University, Henan 450002, P.R.
Experiment background material and theoretical basis can be applied in engineering application [1,2].
Li: Journal of Zhengzhou University (Engineering Science) , Vol. 29 (2008) No.2, p.18.
Li: Railway Engineering, Vol. 42 (2011) No.5, p.128.

Thanoon3,f 1Depart. of Civil Engineering, Universiti Putra Malaysia, Malaysia 2Institute of advance Technology, Universiti Putra Malaysia, Malaysia 3Faculty Engineering, Nizwa University, Oman aalekar555@yahoo.com, bparvin_khanzaei@yahoo.com, cJamal@eng.upm.edu.my, dmsj@eng.upm.edu.my, ethamer@eng.upm.edu.my, fw.thanone@unizwa.edu.om Keywords: FEM, Mass concrete, Thermal stress, Crack safety Abstract.
Rescher: Engineering Fracture Mechanics,.
Thanoon: Engineering Structures, Vol. 28(13) (2006) p. 1795 [4] Lingfei, X. and Y.