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Analysis of Effective Pre-stress and Stiffness of the Continuous Rigid Frame Bridge in Service Based on Inversion Theory Zhaoning Zhang1,2 1School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China 2School of Highway, Chang’an University, Xi’an, 710064, China zhangzhn@lut.cn Keywords: Effective Pre-stress, Deflection, Inversion Theory, Stiffness, Rigid Frame Bridge Abstract.
It is of great engineering significance to accurately predict and measure the effective pre-stress.
References [1] CHENG Shou-shan, LI Xing-qing, YU Gang-qin: Journal of Highway and Transportation Research and Development Vol. 23(4) (2006), p. 71-73 [2] REN Cha-xian, ZHU Run-xiang: Engineering Mechanics Vol. 17(4) (2000), p. 138-144 [3] ZHANG Yuan-hai, LIU Shi-zhong: China Journal of Highway and Transport Vol. 15(2) (2002), p. 76-78 [4] WANG Jin-feng, XIANG Yi-qiang, XU Xing: Chinese Journal of Computational Mechanics Vol. 24(4) (2007), p. 459-463 [5] WANG Jin-feng, XIANG Yi-qiang, XU Xing: Journal of Zhejiang University (Engineering Science) Vol. 39(1) (2005), p. 154-159 [6] YUAN Yong, SUN Jun: Chinese Journal of Geotechnical Engineering Vol. 16(2) (1994), p. 29-36 [7] LI Qing-fu, XIN Bao-bing, LI Ke: Journal of Zhengzhou University (Engineering Science) Vol. 32 (1) (2011), p. 18-21 [8] SUN Xue-xian, ZHANG Hui: Engineering Mechanics Vol. 24(12) (2007), p. 135-138 [9] ZHANG Lu-qing, JA Zheng-xue: Chinese Journal of Geotechnical Engineering Vol. 23(2) (2001), p. 172-177 [10]
ZHAO Bing, SHENG Guo-gang, LI Ning: Chinese Journal of Rock Mechanics and Engineering Vol. 23(7) (2004), p. 1146-1149

Case study of fire risk management of tourist hotels Ruei-JiunShiu1,a, Shao-Tsai Cheng 2,b , I-Tsen Liu 3,c 1Graduate, Department of Construction Management, ChungHuaUniversity, HsinChu, Taiwan 2Professor, Department of Construction Management, ChungHuaUniversity, HsinChu, Taiwan 3 Ph.D.Student, Department of Civil Engineering, ChungHuaUniversity, HsinChu, Taiwan aelvis1008@yahoo.com.tw, bshaotsai@chu.edu.tw, c a380901@gmail.com Key words: Fire, safety, risk management.
References [1] ISO/PD 16732:2005, Fire Safety Engineering－Guidance on fire risk assessment,ISO
[4] Society of Fire Protection Engineers, 2005, SFPE Engineering Guide to Application of Risk Assessment in Fire Protection Design (Review Draft)
[5] Society of Fire Protection Engineers, 2007, SFPE Engineering Guide to Performance-Based Fire Protection
Fire Protection Engineering, Vol. 14, p.199-227

China 3 School of Mechanical Engineering and Automation, Northeastern University, shenyang 110004, P.
References [1] Bjerager P, Krenk S: Journal of Engineering Mechanics, ASCE(1989)
[2] Hohenbichler M, Rackwitz : submitted to Civil Engneering Systems (1986)
[3] Wang Xingang, Zhang Yimin and Wang Baoyan: submitted to Part C, Journal of Mechanical Engineering Science (2009)
[5] Zhang Y M, Liu Q L and Wen B C: Journal of Engineering Design (2004).

Dynamic Instability Mechanism and Vibration Control of Radial Gate Arms Jiliang Liu 1, a, Zhengzhong Wang 1, b, Xing Fang 2, c, and Hanmei Fang3 1Research Center of Water Engineering Safety and Disaster Prevention, Northwest A & F University, Yangling, Shaanxi, China, 712100 2Department of Civil Engineering, Auburn University, Auburn, Alabama, USA 3Northwest Investigation Design and Research Institute of CHECC, Xi’an, Shaanxi, China, 710065 aliujiliang430@163.com, bwangzz0910@163.com, cxing.fang@auburn.edu Keywords: Radial gate arms, Failure, I-section, Dynamic stability, Vibration control measures Abstract.
Based on engineering experience[10,11], we proposed two vibration measures for engineers to use.
These two vibration control measures are proposed for designers and engineers to use in the design of radial gates.
Liu: Journal of Hydroelectric Engineering Vol. 38 (1991), p. 49-57
Lian: Journal of Nanchang University ( Engineering & Technology).

Lateral Torsional Buckling Strength Analysis of Single Symmetric I-Beam Section Wei-Hsun Hsu1,a, Chang-Hung Liu2,b, Kun-ze Ho2,c, Wei-Ting Hsu3,d* 1Lecturer, Department of Marketing and Logistics Management at Chaoyang University of Technology, Taichung, Taiwan, R.O.C. 2Postgraduate Student, Department of Construction Engineering at Chaoyang University of Technology, Taichung, Taiwan, R.O.C 3Associate Professor, Department of Construction Engineering at Chaoyang University of Technology, Taichung, Taiwan, R.O.C.
The common beam sections in the engineering field are mostly double symmetrical I-beams, It’s advantage is that the design and analysis are double symmetric geometry, therefore simpler.
The monosymmetric I-shaped section is relatively in line with engineering requirements and material economy, the reason is that the main design basis for the strength of the I-shaped section is the influence of the section geometry on the compression side.
Due to space limitations and the fact that double symmetrical I-shaped sections are commonly used in engineering, this study does not give the calculation formula of double symmetrical I-shaped beams.
Nethercot, The Institution of Structural Engineers, Vol.51, NO.5, pp.161-168. (1973) [5] Badari, B.; Papp, F.: Periodica Polytechnica Civil Engineering , Vol.59(2), pp.179-192(2015) [6] V.Z.

Chinese Journal of Underground Space and Engineering, 2005,1(4):615-618.
Railway Engineering,2008(3):26-28.
Chinese Journal of Underground Space and Engineering, 2007,3(4):726-731.
Mining Engineering,2010,37(2):51-55.
Geotechnical Engineering World, 2006,9(5):60-62.

Study on Identification and Classification of Expansive Soil Based on Bayes Discriminant Analysis Method Yanjun Qiu, Changping Wen School of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, China email: urbanwen@163.com Keywords: soil mechanics, expansive soil, identification, classification, Bayes discriminant analysis method Abstract: Based on the principle of Bayes discriminant analysis, Bayes discriminant model (BDM) for evaluation of expansive soil in sub-grades is established.
The study shows that the prediction accuracy of the proposed model is 100% and could be used in practical engineering.
Chinese Journal of Geotechnical Engineering, 1999, 21(4): 408-413.
Chinese Journal of Geotechnical Engineering, 2007, 29(3): 463-466.
E Engineering & Materials Science, 2005, 35(1): 43-52.

Effect of shield tunneling on the nearby pile foundations Yajun Wu 1,a, Daomin Zou1,b, Gang Li 2,c 1 Department of Civil Engineering，Shanghai University，Shanghai 200072, China 2Shanghai Tunnel Engineering Co.
Journal of Geotechnical and Geoenviro- nmental Engineering, 1999, 125(3): 207–215
Chinese Journal of Geotechnical Engineering, 2007，29(3): 399-402
Chinese Journal of Geotechnical Engineering, 2008, 30, (2): 298-302
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(6): 1290-1295.

Seismic Reliability Analysis based on Characteristics of Failure Function for RC Frame Columns with Large Eccentric Compression Youbao Jianga, Yulai Zhaob and Weijun Yangc College of Civil Engineering and Architecture , Changsha University of Science and Technology, Changsha 410004, China ajiangybseu@163.com, bzhaoyu.1987@163.com, cmgbyrh@163.com Keywords: RC frame columns with large eccentric compression; failure function; vertical loads; horizontal loads; seismic reliability.
This provides some useful references for engineers to design RC columns with large eccentric compression reasonably.
However, in practical engineering design, the moment and axial force are both magnified based on their representative values for the RC frame column.
Choi, Proceedings of the 4th International Conference on Advances in Structural Engineering and Mechanics, Jeju, Korea (2008) [7] GB50011-2010 Code for seismic design of buildings (Building and Industrial Press, Beijing, 2010) (in Chinese)
[10] Jinping Ou and Yubo Duan: Earthquake Engineering and Engineering vibration, Vol.15 (1995), p.1 (in Chinese) [11] GB50011-2001 Code for seismic design of buildings (Building and Industrial Press, Beijing, 2001) (in Chinese).

Relation of textural stress and rock failure of diversion tunnel Rui Gao1, a 1 School of Civil and Architectural Engineering.
Some conclusion that has action to engineering was been drawn.
Theory and appliance of geological engineering[M].
Chinese Journal of Geotechnical Engineering, 1983, 5 (3): 64–75.
Journal of Hydraulic Engineering, 2003(3): 55–63.