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Study on Frost-resistant Experiments of Concrete for High Speed Railway Pile Foundation Protection Fu Hai Li1, a, Yue Zhong Ye1, b and Yan Ke Yang1, c 1School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China alifuhai2007@ home.swjtu.edu.cn, byeyazong@home.swjtu.edu.cn, cyang8203@vip.sina.com Keywords: Frost-resistant, Pile foundation, Dynamic modulus of elasticity Abstract.
[2] Test code for hydraulic concrete(DL/T 5150-2001).Beijing: China Electric Power Press, 2002.178-180 [3] Structure Safe and Durability Project Team in the Department of Civil Engineering and Construct of Chinese Academy of Engineering.

College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China 2.
For examples ,some flexible structures in civil engineering such as large span roof structures，high-rise structures and structural cables may experience significant fluid-solid coupling movements under strong wind actions.
Journal of Wind Engineering and Industrial Aerodynamics 89(14-15):p.1351-1368.(2001) [4]John D.

An Economic Comparison between Two Types of Heating and Air-Conditioning Systems for Public Buildings in Severely Cold Regions Shou Hong Ren1, a, De Ying Li2,b 1Department of College of Civil Engineering, Inner Mongolia University of Technology, Aiminstreet 49, Hohhot,China 2School of Enviroment and Energy Engineering, Beijing Construction Engineering College,Exhibition Road1, Xicheng District, Beijing, China am13604717375@163.com,b lideying@bucea.edu.cn Keywords: Economic comparison, Heating and air conditioning systems, Public buildings,Severely cold regions Abstract.
[2] K.H.Yang: Building and Environment :An innovative analysis and experimental investigation on energy savings of a VAV system in hot and humid climates. 35(2000):27-31 [3] Zui liang Ma: Civil buildings air conditioning design.( Beijing: Chemical Industry Press, 2003,7), in chinese

Influence of the Anchorage of PBO-FRCM Composites on the Effectiveness of Behaviour of Shearing Beams Dorota Urbańska1,a, Tomasz Trapko1,b, Michał Musiał1,c * and Tomasz Kowalik1,d 1 Wroclaw University of Technology, Faculty of Civil Engineering, Division of Concrete Structures Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland a dorota.urbanska@pwr.edu.pl, b tomasz.trapko@pwr.edu.pl, c michal.musial@pwr.edu.pl, d tomasz.kowalik@pwr.edu.pl Keywords: beam, shear, anchorage, PBO-FRCM Abstract.
Ombres, Shear capacity of concrete beams strengthened with cement based composite materials, Proceedings of the 6th International Conference on FRP Composites in Civil Engineering.
Pellegrino, Matrix–fiber bond behavior in PBO FRCM composites: A fracture mechanics approach, Engineering Fracture Mechanics. 117 (2014) 94-111

Influence of Soil-pile Interaction on Seismic Mitigation Effectiveness with FPB for Curved Girder Bridge Xingjun Qi1,a and Shugang Chen2,b 1 School of Civil Engineering, Shandong Jianzhu University, Jinan250101, China 2 School of Civil Engineering, Shandong Jianzhu University, Jinan250101, China aqxj123@163.com, b jack_223@hotmail.com Keywords: Curved continuous girder bridge.
The research for the anti-seismic design of the structure engineering indicates that the interaction between pile and the upper structure makes great differences on the seismic response.

References [1] Sy-Jye Guo, Shih-Meng Huang, Chih-Yuan Chang, Li-Wei Chiang: Research on Health Diagnosis and Evaluation System of Building Facade Renewal, Architecture and Building Research Institute, Ministry of the Interior report, Taiwan ROC. (2011) [2] He-Guang Zeng: Study of Pull-Up Strength of Tile, Master's thesis, Department of civil and construction engineering, National Yunlin University of Science and Technology. (2014) [3] Jheng-Jian Shih, Prevention of Effluence from Tile Filler, Master's thesis, Department of civil and construction engineering, National Yunlin University of Science and Technology. (2015) [4] Theodoros Chrysanidis: Experimental and numerical research on cracking characteristics of medium-reinforced prisms under variable uniaxial degrees of elongation.
Engineering Failure Analysis.

Kewalramani1, a and Rajiv Gupta2, b 1Assistant Professor of Civil Engineering, College of Engineering and Computer Science, Abu Dhabi University, Abu Dhabi, UAE 2 Professor, Civil Engineering Department, Birla Institute of Technology and Science, Pilani – Rajasthan- 333031, INDIA amanish.kewalramani@adu.ac.ae, brajiv@bits-pilani.ac.in Keywords: Curing, concrete, compressive strength, initial tangent modulus Abstract.

Constraint analysis on the steel mid tower of a tri tower suspension bridge Qiu Zhao1, a and Chen Xu2,b 1 College of Civil Engineering Fuzhou University, China 2 Dept. of Civil & Earth Resources Engineering, Katsura Campus, Kyoto University, Japan azhaoqiu@fzu.edu.cn, bchen.xu@aw4.ecs.kyoto-u.ac.jp Keywords: three-tower suspension bridge, steel mid-tower, elastic constrain Abstract.
Journal of Bridge Engineering, ASCE, 2004: P453-463

Study of Application on Reverse Osmosis Concentrated Water Circulation in Desert Greenhouse Xin-fang Yan 1,2,3,a, Jun-cang Tian1,2,3,b 1College of Civil and Hydraulic Engineering, Ningxia University, Ningxia Yinchuan 750021, China 2The center of hard technology research on water-saving irrigation and water resource regulation Ningxia, Ningxia Yinchuan 750021, China 3The center of engineering research on modern agricultural water resources efficient utilization in arid region, Ningxia Yinchuan 750021, China aemail:yxf12345@163.com,bemail:slxtjc@163.com Keywords: Reverse osmosis ,concentrated water circulation, desert greenhouse, benefit-cost ratio Abstract: Aiming at the problem of concentrated water discharge amount is larger and the recovery rate is low in desert greenhouse for desalination of brackish water,Using reverse osmosis concentrated water circulation system.The results showed: With less dense water emissions, System desalinization rate decreases, system recovery rate increases
Experimental Part 1.1.Test Equipment and Water Quality Test equipment is developed by the school of civil and hydraulic engineering, Ningxia University, process is shown in Figure 1, the design influent water is 4 m3/h, pruduct water is 3.2 m3/h, designing recovery rate is 80%, high pressure pump outlet pressure is 1.0MPa, the pressure of circulating pump is 1.2 MPa.

Chain-styled Mechanism and Chain-cutting Disaster Mitigation for Masonry Arch Bridge Weifeng Tian1 2,3,a, Liangliang Zhang2 3,b and Ayad Thabit Saeed2 3,c 1School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, China 2School of Civil Engineering, Chongqing University, Chongqing 400045, China 3Key Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Ministry of Education, Chongqing 400045, China a zylgghnt@126.com, b zll200510@126.com, c atsaeed75@yahoo.com Keywords: Masonry arch bridge, Disease, Chain-styled theory, Chain -cutting disaster mitigation, Reinforcement.
[8] Shengxie Xiao: Rock Mechanics and Engineering Vol.25(S1) (2006), p. 2593-2602, in Chinese