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Predict research for loss of life due to dam breach for Guangxi luocheng Kama reservoir Rong-yong Ma1,2,a , Xiang Chen1,b, Lei-lei Yang1,cand Xiao-qing Zhang1,d 1College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China 2Key Laboratory of Disaster Prevention and Structural Safety of Educational Ministry, Nanning 530004,China a Mry57@gxu.edu.cn , bchenxiang32@163.com,crainyon@163.com,dzxq0773@126.com Keywords: Dam failure;Loss of life;Kama reservoir Abstract.
（In Chinese） [3] Ying Zhang, Shi-kai Xu,Shi-ping Ruan:J.Journal of Heilongjiang Hydraulic Engineering,2009,36(4):11-14.

Study on High-performance Office Buildings Juan Ren1, a and Yu Liu2, b 1 Division of Building Services Engineering, School of Architecture and the Built Environment, KTH-Royal Institute of Technology, 10044, Stockholm, Sweden 2School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, 710129, Xi'an, China ajuanren@kth.se, bliuyu@nwpu.edu.cn Keywords: High-performance office building, High-performance building, Office building features, Benefits, Design principles Abstract.

Construction Numerical Simulation of Cable-supported Barrel Shell Structure Considering Construction Nonlinearity Li Jia1,a, Jinghai Yu1,b ,Xiangyu Yan1,c* ,and Hongbo Liu2,d 1Tianjin University Research Institute of architectural Design & Urban Planning in China 2School of Civil Engineering, Tianjin University ajialigigi@sina.com, byjh300072@163.com, c,*corresponding author, xy_yan2005@163.com, d13820595548@163.com Keyword: Prestressed steel structure, construction tension control values, construction stimulation Abstract.
(in Chinese) [10] Shilin Dong, Xin Zhuo, Yagang Zhou, One-time Pretensioning Analysis Method for Prestressed Space Truss, Journal of Zhejiang University(Engineering Science), 2003, 37 (8): 629-633.

Experimental study on properties of side joint between superimposed slabs with lattice steel bars Xianguo Ye1, a, Kainan Yang1,b, Xun Chong1,c,*and Qing Jiang1,d 1School of Civil Engineering, Hefei University of Technology, Hefei 230009, China ahfuttjyxg@hfut.edu.cn, bykn584699924@126.com, cchongxun_sun@163.com, dahhfjq@163.com Keywords: superimposed slab; lattice steel bars; joint; static loading experiment Abstract: Mechanical properties of joint between superimposed slabs have a remarkable effect on the bending performance of the whole slab.
Introduction The semi-precast reinforced concrete superimposed slab which is suitable for industrialization of residential structure system has been favored by market and gradually put into engineering use.

The Study of Aerodynamic Measures for Suppression of Wind and Rain Vibration of Cable-stayed Bridge Cable submitted to Journal of Civil Engineering(2005)(in Chinese)
Bridge Wind Engineering (People's Traffic Press , Beijing 2005)

Warm-forging characteristics and microstructural response of medium-carbon high-strength steels for high-duty components Piotr Skubisz 1,a* and Łukasz Lisiecki 1,b 1 AGH University of Science and Technology, Faculty of Metals Engineering and Industrial Computer Science, al.
Despite emerging of new generations of steels, range commercial use in both civil and aircraft or automotive application fields is still quite narrow [1].
Materials Science & Engineering A 578 (2013) 140-149 [5] Y.

Experimental research on the effects of reinforcement ratio on axial compression properties of FRP reinforced concrete column Zhang Yun-feng1,Lv Zhong-liang1,a,Zhao De-wang1 1Heilongjiang Key Laboratory of Disaster Prevention, Mitigation and Protection Engineering, Northeast Petroleum University; Daqing; Heilongjiang 163318; China a397658713@qq.com Key words: FRP tubes; reinforced concrete; reinforcement ratio; axial compression Abstract: Through the axial compression experiment of 11 FRP reinforced concrete columns, this paper analyzes the failure mode and loading-strain curves.Comparison between the experimental data with FRP reinforced concrete and the calculated value without FRP reinforced concrete is done.
Research of axial compression properties On Concrete constrained by GFRP-tube[D].BeiJing: Civil engineering of Qinghua University,2005

Roughness based Analysis of the Influence of Tool Coating in the Dry Turning of UNS R56400 Ti Alloy Jorge Salguero1,a, Julia Gerez2,b, Moisés Batista2,c, Alvaro Gomez2,d, Pedro Mayuet2,e and Mariano Marcos2,f 1Industrial Engineering & Civil Engineering Dept.

Liu: Journal of Architecture and Civil Engineering. 23(1) (2006), p. 63-67 [3] L.
Lam and J.G Teng: Stress-strain models for FRP-confined Concrete, Research Centre for Advanced Technology in Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China, (2002) [4] D.

Effect of Ambient Temperature During Small Scale Co-composting of Human Faecal Matter Xuan Liu1, Zi-Fu Li1, a, Eric Bosc2, Heinz-Peter Mang1 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Xueyuan Road 30, Beijing 100083, PR China 2Action Contre La Faim Mongolia, Diplomatic compound 95, Ulaanbaatar 16092, Mongolia azifulee@yahoo.com.cn Keywords: Human faeces; Co-composting; Ambient temperature.
Environmental Sanitation Engineering, 3, 14-16