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Experimental study of effects of different factors on electric resistivity of cemented soil Bin Wen1, a, Bin Qiu2,b , Jing Zhang3，c, Pupu Wang4，d and Guohui Yang5,e 1,5 College of Architecture and Civil Engineering, Taiyuan university of technology, Taiyuan 030024, China 2，3，4 College of Mathematics, Taiyuan university of technology, Taiyuan 030024, China aokkkle@163.com, b475199429@qq.com, c729970565@qq.com, d1090744328@qq.com,e807379828@qq.com Keywords: cement soil; electrical resistivity; AC frequency; orthogonal method.
Usage of compound protecting method of the soil nail and the mixed stake with the cement soil in actual engineering [J].
A review of geoenvironmental engineering [J].
China Civil Engineering Journal, 2012,45 (4): 165 - 182.
Chinese Jounal of Geotechnical Engineering, 2004,26 (1) :83-87.

Research on the Base-Isolation Efficiency of Large-scale Terminal Cong Zeng1, a, Zhong Tao2, b, Wen Pan2, c 1 Institute of Civil Engineering and Architecture, Northeast Dianli University, Jilin, Jinlin, 132012, China 2 Institutes of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, Yunnan, 650224, China a zc_1113@126.com, b tsy0410@vip.sina.com, c panwen@vip.sina.com Keywords: Kunming International Airport; terminal; hybrid structure; base isolation; isolation efficiency; ANSYS Abstract.
However, this kind of damper is still in the stage of theoretical research in China, rarely applied in practical engineering.
[2] Zhou Xiyuan, Han Niao:Earthquake Resistant Engineering, 1995, 12(4): 1-5
[3] OU Jinping, DING Jianhua: Earthquake Engineering and Engineering Vibration, 1999,19(04) .82-89 [4] Zeng Cong, Tao Zhong: Earthquake Resistant Engineering and Retrofitting. 2009,31(1):58-63
[6] Wu Xiaohan, Yuan Zhongjin, Lu Xilin: Earthquake Engineering and Engineering Vibration, 2008, 28(8):70-75

Research on Simulation and Analysis of Tensioning Process of Suspender for Combinative Bridge with V-type Pier Continuous Rigid Frame and Arch Li Ziqi1,a*, Fan Yanyan2,b, Bai Jiafeng3,c and Li Yan4,d 1Civil Engineering College of Lanzhou Jiaotong University, China 2Civil Engineering College of Lanzhou Jiaotong University, China 3Lanzhou Jiaoda Engineering Consultancy Limited-liability Company, China 4Civil Engineering College of Lanzhou Jiaotong University, China alzqfyy@163.com, d740390545@qq.com, *Civil Engineering College of Lanzhou Jiaotong University, China Keywords: V-type rigid-frame continuous beam; Concrete filled steel arch bridge; Suspender tensioning; One-step tensioning; Multi-step tensioning Abstract.
Therefore, practical engineering should be based on site conditions, stretching equipment, construction time and other factors, considering the suspender tensioning construction synthetically.
Figure 1 The elevation of Ninachu River Bridge(m) Calculation Model MIDAS Civil 2012 is used to simulate and calculate the process of suspender tensioning of Nianchu River Bridge, the tension sequence of hanger is achieved through the activation, deactivation function of the software.
Science Technology and Engineering, 12(31):8465-8468(2012)
Highway Engineering, 35(2):101-103(2010)

Attenuation Function Relationship for Far Field Earthquake Considered by Strike Slip Mechanism SAFFUAN Wan Ahmad1, a, AZLAN Adnan2,b, ROZAIMI Mohd Noor3,c, KHAIRUNISA Muthusamy4,d, SK MUIZ SK Razak5,e, AWANG Taib6,f, and MOHD ZULHAM AFFANDI Mohd Zahid7,g 1,4Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Pahang, Malaysia 2,3,5Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 Skudai, Johor, Malaysia 6,7Faculty of Engineering Technology, Universiti Malaysia Perlis, 02600 Arau, Perlis, Malaysia asaffuan@ump.edu.my, bazlanadnan@utm.my,crozaimi_mn@yahoo.com, dkhairunisa@ump.edu.my, eskmuiz86@gmail.com, fawangtaib@yahoo.com, gmohdzulham@unimap.edu.my, Keywords: Attenuation Relationship, Far Field Earthquake, Strike Slip Mechanism Abstract.
Acknowledgements The authors gratefully acknowledge the support of the Engineering Seismology and Earthquake Engineering Research (e-SEER) group lead by Professor Dr.
SHARMA: Attenuation Relationship For Estimation Of Peak Ground Vertical Acceleration Using Data From Strong Motion Arrays In India. 12th World Conference on Earthquake Engineering, Auckland, New Zealand, Department Of Earthquake Engineering, University of Roorkee, Roorkee, India (2000)
L.: Geotechnical Earthquake Engineering.
The Arabian Journal for Science and Engineering.

DE has been widespread concern in academia and engineering and obtained many successful applications.
The monitoring measurement and the analysis results provide a more effective engineering analysis, and the numerical solutions are more effective for the engineering decision.
Overview of Tunnel Engineering This tunnel engineering is the Marine Academy Square Station to University Station, and the starting point and end point mileage is CK18 +395.329 ~ CK19 +644.965.
CK18 +421m set civil air section.
Chinese Journal of Rock Mechanics and Engineering, 2004,23(20): 3460-3464

Preliminary Research on Behavior of CFST Columns after Exposure to Overall Stage of Fire Jingxuan Wanga, Pengpeng Zhangb and Wenda Wangc Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, 730050, China College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, P.R.
Huo: Journal of Structure Engineering.
Lin: Journal of Structure Engineering.
Wang: Journal of Structural Engineering.
Lie: Journal of Structural Engineering.

Load-carrying capacity assessment methods of existing bridges[J] EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION,2005，25（5）：147-152.
Comprehensive Evaluation of Reliability of Existing Bridges[J] CENTRAL SOUTH HIGHWAY ENGINEERING,2003，28（3）：8-12.
Journal of Structural Engineering.2003,129(2):260-268
CIVIL ENGINEERING JOURNAL，2003，36（2）：6-9.
CIVIL ENGINEERING JOURNAL，2002，35（2）：97-102.

Synthesized Fields Fluctuations by Means of Wang Tiles and Local Tilings ZRŮBEK Lukáš1,a,∗, KUČEROVÁ Anna1,b and NOVÁK Jan2,c 1Department of Mechanics, Faculty of Civil Engineering, CTU in Prague, Prague, Czech Republic 2Experimental Centre, Faculty of Civil Engineering, CTU in Prague, Prague, Czech Republic a lukas.zrubek@fsv.cvut.cz, b anicka@cml.fsv.cvut.cz, c novakj@cml.fsv.cvut.cz Keywords: Heterogeneous Microstructures, Wang Tiles, Synthesized Micro-mechanical Fields, Local Tiling, Finite Element Method.
In engineering problems, the method can be considered as a substitution for the unit cell concepts (PUC and SEPUC) in material modeling.
Computer methods in applied mechanics and engineering, 139(1):289-314, (1996)
Computer Methods in Applied Mechanics and Engineering, 153(1):127-151, (1998)
Modelling and Simulation in Materials Science and Engineering, 21.2, 025014, (2013)

The time history analysis of the frame structure component considering torsion component of earthquake Jin Xu1,2,a, Pin Li3,b and Dongqiang Xu1,2,c 1The College of civil engineering, hebei university of Technology, Chain 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 3Sj0909, the college of civil engineering, hebei university of Technology, Chain axujin1998@126.com, blipin33773516@sina.com, c xudq58@163.com Keywords: torsion component; multi-dimensional seismic wave; rectangular column frame; ANSYS; torsion angle displacement; Abstract.
Proc. of Convention of the Structural Engineers Association of South California, 1957
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION，2001, 21(l)：15-23
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION.

The Apply of Anisotropy Equivalent Flow Model in Research of Tunnel Drainage Influence Radius Zhichun Liu1, 2,a, Xiqiang Gao2,b and Minglei Sun2,c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing,100044, China 2 School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang, Hebei, 050043, China aliuzhch01@163.com, bgxqgaoxinqiang@163.com, csunminglei919@163.com Keywords: Equivalent permeability model, Tunnel in fractured rock mass, Drainage influence range, Transient analysis.
Based on abundant practical engineering experience, Zhu Dali and Li Qiufeng created experience formula of tunnel drainage influence radius R [7,8].
The influence factors analysis of tunnel drainage influence range In fact, the tunnel drainage influence range is relevant not only to permeability coefficient , but also to other hydrological geological factors, rainfall supplies factors, construction dynamic process and engineering measures factors, and so on.
Engineering measures factors.
The relation between influence radius and γ The influence of engineering measures factors The influence of grouting reinforcement.