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Nonlinear Analysis of Steel and Concrete Composite Beams Strengthened with Prestressed FRP Bars Jia Yang1, a 1 Architectural and Civil Engineering College, Shenyang University, Shenyang, China ayangjia0918@163.com Keywords: FRP Bars; Composite Beams; Nonlinear Analysis Abstract.
Since the appearance of FRP bars, it is widely concerned and valued from engineering circles.
With the increasingly extensive application in actual engineering, its theoretical research has brought high attention.
S.Prestressed composite girders under positive moment.Journal of Structural Engineering,1990,116(11) [3] Toutanji H, Saafi M.
Strength and performance of fiber-reinforced concrete composite slabs .Journal ofStructural Engineering, 2004, 30 (3) [6] Andrea D A,Luigino D.Nonlinear behavior of externally prestressed composite beams：Analytical model.Journal of Structural Engineering,1998，124(5)

Behaviors of a Blast Wall according to the Angle of Vee Stiffener Christian Wijaya1,a and Byung-Tak Kim2,b 1Dept. of Mechanical Design Engineering, Graduate School, Pukyong National University, Busan, 608-739, Korea 2Dept. of Mechanical & Automotive Engineering, Pukyong National University, Busan, 608-739, Korea afluttermech@gmail.com, bbtkim@pknu.ac.kr Keywords: Blast wall, Localized buckling, Dynamic analysis, Vee stiffener Abstract.
Schleyer : International Journal of Impact Engineering, Vol. 31, No. 4 (2005), pp. 341 ~ 369
Schleyer : International Journal of Impact Engineering, Vol. 31, No. 4 (2005), pp. 370 ~ 399
Schleyer : International Journal of Impact Engineering, Vol. 32, No. 6 (2006), pp. 988 ~ 1012
Kadid : Journal of Civil Engineering and Management, Vol. 14, No. 3(2008), pp. 155 ~ 161

It is not surprising, therefore, that our original "family of classic metallographers" is widening to include materials specialists from various branches (e.g. archaeology, care of historical monuments, medical sciences, or civil engineering) and thus it is becoming a wide community which is gaining - due to its multidisciplinary character - even stronger potential for new approaches, new technologies and new findings in fundamental research as well as in practical production.
We are also very grateful to Stanislav Kmeť, Rector of the Technical University of Košice, Iveta Vasková, Dean of the Faculty of Metallurgy at the Technical University of Košice, and Martin Fujda, Head of the Department of Materials Engineering in the Institute of Materials, Faculty of Metallurgy at the Technical University of Košice, for their help during conference preparation.
Košice, December 2016 Margita Longauerová, Peter Horňak and Pavol Zubko Committees ORGANIZING COMMITTEE Peter Horňak - Chairman Marek Vojtko - Secretary Martin Fujda - Head of Department of Materials Engineering Miroslav Glogovský Mária Hagarová Viera Horáková Miloš Matvija Ondrej Milkovič Pavol Zubko Svätoboj Longauer, Metal Science Society at the Slovak Academy of Sciences, Slovakia Tomáš Lukáč, Lumakon, s. r. o.
Verkin Institute for Low Temperature Physics and Engineering, National Ukraine Academy of Sciences, Kharkov, Ukraine Eva Tillová University of Žilina, Žilina, Slovakia Miroslav Tvrdý VŠB - Technical University, Ostrava, Czech Republic George Vander Voort Consultant - Struers Inc., USA Vlastimil Vodárek VŠB - Technical University of Ostrava, Czech Republic Dalibor Vojtěch Institute of Chemical Technology, Prague, Czech Republic Esa Vuorinen Luleå University of Technology, Luleå, Sweden Bogdan Wendler Technical University of Lodz, Poland Panyawat Wangyao Chulalongkorn University, Bangkok, Thailand Jozef Zrník COMTES FHT Ltd., Dobřany, Czech Republic HONORARY COMMITTEE Margita Longauerová Chair of the Symposium Ivan Hrivňák Founder of the Symposium Peter Horňak Chairman of the Organizing Committee Scott D.
Steel Košice, s.r.o., Slovakia Jana Dobrovská Dean of the Faculty of Metallurgy and Materials Engineering, VŠB - Technical University of Ostrava, Czech Republic Ján Dusza Member of the Presidium of SAS, Slovakia Pavol Hvizdoš Director of the Institute of Materials Research of SAS, Košice, Slovakia Karol Iždinský Director of the Institute of Materials & Machine Mechanics of SAS, Bratislava, Slovakia Stanislav Kmeť Rector of the Technical University of Košice, Slovakia Radomila Konečná President of the Metal Science Society at the Slovak Academy of Sciences, Slovakia Viera Kohuteková General Manager, Research and Development USSE, U.

Analysis of the tunnel construction and monitoring measurement under complicated geological conditions Zhanfei Gu 1,a, Zhikui Liu 1,b, Hongchi Chen 2,c, Yawei Wang 3,d 1College of Civil Engineering, Guilin University of Technology, Guilin, 541004, China 2First Construction Engineering Co., Ltd. of China Construction Fourth Engineering, Guiyang, 550001, china 3First Geological Survey of Henan Provincial Burean Geo-exploration and Mineral Development, Luoyang, 471023, china aguzhanfei2005@163.com, bliuzhikui@126.com, c513089408@qq.com, dwangyawei007@126.com Keywords: Tunnel construction; Monitoring measurement of tunnel displacement; Tunnel stability; Complicated geological conditions Abstract：In view of certain areas of Guizhou are soft sandstone rock, where single block of rock's hardness is very low and easily crushed, complicated hydrogeology and low level of complex surrounding rock and geological conditions, geological radar prediction is used before the excavation of the tunnel
Stability Analysis of Tunnel Surrounding Rocks According to "Engineering classification of rock standard" [1], combined with ground penetrating radar for geological prediction and the actual driving conditions, a preliminary standard of scene surrounding of the tunnel is established as below .
The paragraph mark of the tunnel from ZK40 +430 to ZK40 +630,which 200 meters in length, between 73 and 185 meters in depth, in order to ensure the safety of construction, every 50 to 100 meters of each to do well geological prediction before excavation, to predicted engineering geology and hydrogeology side conditions.
This work was financially supported by Program for Excellent Talents in Guangxi Higher Education Institutions (0816), Guangxi Natural Science Foundation (0848020) and Key Laboratory Program of Guangxi (07109005-03) References: [1]"Engineering classification of rock standard"(GB50218-94).

A calculation method based on tension distribution and temperature compensation for sliding cables Liming Zhu 1, a, Fudong Yu2,b and Zhenghao Zhu1,c 1College of Civil Engineering and Architecture, Henan University, Kaifeng 475004, China 2Huanggang Polytechnic College, Huanggang 438002, China a zlm1981@yeah.net, b vipyfd@163.com, c 1045980886@qq.com Keywords: sliding cables, tension distribution, temperature compensation Abstract.
Introduction As a kind of structural member, the cable is widely used in engineering structures[1].
Once it reaching the engineering precision requirement, we can stop the circulation.
Engineering Mechanics, Vol16(1999),p.38
Structure engineer, Vol21(2005),P.30.

Test study on the CBR of lime improved expansive soil after long-term immersion Yun Dong1, 2，a, and Baotian Wang3,b 1 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Geotechnical Research Institute, Hohai University, Nanjing, China. 2 Faculty of Architecture and civil Engineering of Huaiyin Institute of Technology, Huai’an , China. 3 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Geotechnical Research Institute, Hohai University, Nanjing, China.
Pilot projects Combined with engineering applications, this paper mainly carries out CBR test on lime stabilized expansive soil in accordance with the current test specifications.
Chinese Journal of Geotechnical Engineering，Jan.2010，32(1): 68-76,（in Chinese）
Test Methods for Highway Engineering (JTG F10-2006)[S].

Experimental Study on Flow Pressure Distribution of Flood on Rural Buildings Shiyun Xiao1,a, Liujuan Yang1, Bin Yue1, Xueli Ge2 and Lixin Zhu2 1Institute of Earthquake Engineering, Dalian University of Technology, Dalian, China 2Institute of Earthquake Engineering, China Academy of Building Research, Beijing, China aemail: shyxiao@dlut.edu.cn Keywords: flood; flow pressure; distribution; distance; water height; ratio of holes Abstract—Recently, frequent torrential floods cause tremendous casualties and economic losses to the national people in China.
The experiment of flood on buildings is carried on the large wave-current tank at the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology.
Wang, “The feature and primary coverage of the technical code for building and Civil Engineering in retarding basin.”
Proceedings of the 12th Aerospace Division International Conference on Engineering, Science, Construction, and Operations in Challenging Environments (Earth and Space 2010), Mar. 2010, pp. 2239-2246
Journal of Disaster Prevention and Mitigation Engineering, vol. 30, Jun. 2010, pp. 235-240, doi: DZXK.0.2010-03-002.

Analysed the deformation of foundation pit which includes the displacement of supporting structure,the deformation of soil in the pit and near the pit, the internal force of the retaining structure with struts .And the theoretical basis and guidance are provided to actual engineering and these can contribute to improve the structutre design and construction level and safety.Valuable design,construction and scientific research experiences are accumulated and provided to the similar engineering.
References [1] LIU Jian-hang,HOU Xue-yuan.Excavation Engineering Handbook.Beijing,China Architecture and Building Press,1997( in Chinese) [2] YANG Xue-qiang,LIU Zu-de,HE Shi-xiu.Research about spatial Effect of Deep Pit Supporting.Chinese Journal of Geotechnical Engineering,1998,20(2):74-78(in Chinese) [3] SUN Kai,XU Zhen-gang,LIU Ting-jin,et al.Construction Monitoring and Numerical Simulation Analysis of a Foundation Pit.Chinese Journal of Rock Mechanics and Engineering, 2004, 23(2):293-298.
(in Chinese) [4] GAO Wen-hua,YANG lin-de,SHEN Pu-sheng.Influencing Factors of the Space-Time Effect on the Timbering Structure Internal Force and Transmutation of Soft Clay Deep Foundation Pit.Journal of Civil Engineering,2001,34(5):90-96.

Energy Dissipation of Super-Long-Span Cable-Stayed Bridge Using Metal Alloy Brace Changpeng Liu1,2,a, Xigang Zhang2,b, Daxing Zhou1,c, Weiming Yan1,d and Yanjiang Chen1,e 1Beijing Laboratory of Earthquake Engineering and Structure Retrofit, Beijing University of Technology, 100124, Beijing, China 2CCCC Highway Consultants CO., Ltd alcp1851@126.com , bzhangxigang@hpdi.com.cn , cdxzhou@emails.bjut.edu.cn, dyanwm@bjut.edu.cn , ecyjrlx@sina.com Keywords: Super-Long-Span Cable-Stayed Bridge; Energy Dissipation; Metal Alloy Brace.
(In Chinese) [2] Aijun Ye, Shide Hu and Lichu Fan: China Civil Engineering Journal Vol.37 (2004), p.41 (In Chinese) [3] LIN W.H., ANIL K.
C.: Earthquake Engineering & Structure Dynamics Vol.31 (2002), p.1623-1642 [4] MAHENDRA P., SINGH F., NAVIN P., et al.: Journal of Engineering Mechanics, Vol.129 (2003), p.273-282 [5] Xigang Zhang, Minshan Pei, Hong Yuan, Liping Xu, Bin Zhu: Engineering Sciences Vol.11 (2009) , p.20-24 (In Chinese) [6] Information on http://www.bluelakeint.com/chinese/kangzhen/qitai/louyou.htm [7] Information on http://www.vio.com.tw/ [8] Xigang Zhang, Hong Yuan, Minshan Pei: Engineering Science Vol.7 (2009), p.6-11

Seismic Risk Analysis of Concrete Gravity Dams under Near-fault ground motions Abdelhamid Hebbouche1,a, Mahmoud Bensaibi2,b and Hussein Mroueh3,c 1Ecole Nationale Supérieure d’Hydraulique, Blida-Algérie 2Departement of civil engineering, Saad dahlab university, Blida, Algeria 3Université Lille 1 Sciences et Technologies, France ahebbouche@yahoo.fr, bbensaibim@yahoo.co.uk, chussein.mroueh@polytech-lille.fr Keywords: Vulnerability curves, Earthquake, Concrete gravity dams, Uncertainties, Seismic behavior.
Nuclear Engineering and Design Vol. 123 (1990), p. 189–196
Earthquake Engineering and Engineering Vibration Vol. 7 (2008), p. 369-382 [4] M.
Earthquake Engineering and Structural Dynamics Vol. 36 (2007), p. 1885–1900 [6] P.
Bienawski: Engineering Rock Mass Classifications.