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Analysis of Ultimate Load-bearing Capacity of Long-span CFST Arch Bridges LIU Yang1, a, WANG Da 1,b , ZHU Yi-zhou 1,c 1 School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha Hunan 410114, China a 13973198842@vip.163.com, b181695016@qq.com, c 27106158 @qq.com Keywords: bridge engineering, CFST arch bridge, method of linear elastic, method of double nonlinearity, method of nonlinear, ultimate load-bearing capacity.
CFST is widely used in civil engineering construction(CHEN,2007).
Analysis of engineering example Introduction of actual bridge.
Journal of Harbin University of civil Engineering and Architecture．1995, 28(5)：26-32
Plasticity Approach, Journal of Structural Engineering. 1994, 120 (9)：2747-2767

Application and Research Development of Steel-Concrete Composite Bridge ZhiXue Li1, a, YuWen Dai2,b, RuoLin Hu3,c 1,2,3Haizhu District of Guangzhou City Industrial Avenue South Daganwei No. 2, Guangdong,China alzhixue@gzpcc.com, bdyuwen@gzpcc.com, chruolin@gzpcc.com, Keywords: bridge engineering; steel structure; box girder; steel-concrete structure.
The people of insight in the civil engineering is vigorously called for the use of high-performance high-strength concrete, steel - concrete composite structure, the promotion of the steel structure, to completely change the current situation of China's engineering structure with concrete-based ,and reach the level of developed countries civil engineering development.
The development trend of steel - concrete composite structure Since the 1980s, the International Association of Bridge and Structural Engineering (IBASE) held a number of international academic conferences, and promote the development of steel - concrete composite bridge.
Therefore timely development of bridge steel structure, change the majority of the status quo of China's concrete bridges,the bridge engineering can be able to achieve sustainable development.

Some regularities and conclusions had been got through several researches on the engineering application of new walls’ anti-cracking and anti-leakage performance.
Digital image processing methods of detecting wall shallow cracks At present, the digital image analysis technology has been widely applied in the field of civil engineering, but the application in the detection of wall crack width is insufficient.
New-type Walls` Crack and Leakage Resistance Performance and Engineering Application Research.
[4] G.P.A.G.vanZijl, P.A.de Vries, A.T.Vermeltfoort: Journal of Structural Engineering, Vol.130 (2004), p.1075
[10] Jun Fu, Weiliang Jin, Feng Kang, etc: Journal of Civil, Architectural & Environmental Engineering, Vol.31 (2009), p.137, In Chinese

Wind Loading and Wind Effects on the Roof of Harbin West Railway Station Di Wua, Ying Sunb and Yue Wuc 1School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China aforseti2001@163.com, bsunnyhit@sina.com, cwuyue_2000@163.com Keywords: Wind Tunnel Test; Proper Orthogonal Decomposition; Wind-Induced Response Analysis; Equivalent Static Wind Loads for Multiple Objectives; Station Building.
Hongo: Journal of Wind Engineering and Industrial Aerodynamics Vol. 89 (2001), p. 1671 [4] Chen Bo, Wu Yue, Shen Shizhao: Chinese Journal of Computational Mechanics Vol. 24 (2007), p. 499(in Chinese) [5] Zhou Xiangyang, Liang Shuguo, Zhang Qilin: China Civil Engineering Journal Vol. 41 (2008), p. 33(in Chinese) [6] M.
Niemann: Journal of Wind Engineering and Industrial Aerodynamics Vol. 43 (1992), p. 1753 [7] J.D.
Holmes: Journal of Wind Engineering and Industrial Aerodynamics Vol. 90 (2002), p. 91 [8] A.
Nakamura: Journal of Wind Engineering and Industrial Aerodynamics Vol. 95 (2007), p. 1145 [9] Wu Yue, Chen Bo, Shen Shizhao: Journal of Architecture and Civil Engineering Vol. 22 (2005), p. 27(in Chinese) [10] Gu Ming, Zhou Xuanyi: Journal of Building Structures Vol. 28 (2007), p. 125(in Chinese) [11] Xie Zhuangning, Ni Zhenhua, Shi Biqing: Journal of Building Structures Vol. 28 (2007), p. 113 (in Chinese) [12] Wu Di, Wu Yue, Zhang Jiansheng: Journal of Building Structures (submited)

Abaqus is one of the most effective and reliable software which contains nonlinear functions at present in the world and it has obvious advantages for solving a variety of nonlinear problems in civil engineering projects.
Chinese Journal of Structural Engineers, 2011, 1:146-150 (in Chinese)
Chinese Journal of Geotechnical Engineering, 2009, 31(3): 452-457.
Calculation method of pile-supported geogrid-reinforced embankment based on elastic large deflection theory. 2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011-Proceedings，2011, 2974-2978
Geotechnical Engineering, 2009, 40(1), 25-30.

Vulnerability Assessment of Existing Low-Rise Reinforced Concrete School Buildings in Low Seismic Region using Ambient Noise Method Ahmad Fahmy Kamarudin1, a*, Azmi Ibrahim2,b , Zainah Ibrahim3,c , Aziman Madun4,d and Mohd Effendi Daud5,e 1,4,5 Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Pt.
Pahat, Johor Darul Takzim, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor Darul Ehsan, Malaysia 3Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur, Malaysia a*afahmy1981@gmail.com, bazmii716@yahoo.com, czainah@um.edu.my, daziman@uthm.edu.my, eeffendi@uthm.edu.my Keywords: Ambient noise, natural frequencies, structure vulnerability.
Great appreciation to Faculty of Civil and Environmental Engineering, UTHM for the instrumentations, the school administrations and colleagues who participated in this research and for their priceless co-operation and commitment.
Journal of Emerging Trends in Engineering and Applied Sciences 1 (2), (2010) 209-215
Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 42, (2009) 288-300

Displacement-Based Seismic Design Method of Steel Moment Frame Qian Zhang1,a, Yafeng Yue1,b, Ergang Xiong2,c 1 College of Civil Engineering, Xi’an Euraisa University, Xi’an 710065, P.R.
China 2 College of Civil Engineering, Chang’an University, Xi’an 710061, P.R.
Zhou: Structural Engineers Vol. 3(2003), p. 1-6.
Li: Earthquake Engineering and Engineering Vibration Vol. 22(2002), P. 44-51.
Qian: China Civil Engineering Journal Vol. 36(2003), p. 22-29.

Effects of Adjacent Ground Treatment on site seismic response Gang Ge1, a, Jianmin Liu2, b Institute of Mechanics and civil engineering, northwest polytechnic university, China Institute of Mechanics and civil engineering, northwest polytechnic university, China a gegang163@163.com, b jianminliu@163.com Keywords: soil improvement; ground motion; single layer; acceleration response; consolidation interval.
Building Science, 1996, (1) :23-28 [6] lysmer J,Udaka T,Tsai C-F,et al.FLUSH:A Computer Program for Approximate 3-D Analysis of Soil-Structure Interaction Problems[R].Earthquake Engineering Research Center,University of California,Berkeley,1975
Axisymmetric time-domain transmitting boundaries[J].Journal of Engineering Mechanics,ASCE,1994,120(1): 25-42
Civil Engineering Journal, 1998,31 (3): 55-64
Earthquake Engineering and Engineering Vibration, 2004,24 (3): 130-138.

Flow Erosion Resistance of Concrete - Interaction of High-Speed Water Jet and Concrete Lenka Bodnárová1a*, Rudolf Hela1b, Libor Sitek2c, Petr Hlaváček2d, Josef Foldyna2e 1Brno University of Technology, Faculty of Civil Engineering, Veveri 95, 602 00 Brno, Czech Republic 2Institute of Geonics of the CAS, Studentska 1768, 708 00 Ostrava-Poruba, Czech Republic abodnarova.l@fce.vutbr.cz, bhela.r@fce.vutbr.cz, clibor.sitek@ugn.cas.cz, dpetr.hlavacek@ugn.cas.cz, ejosef.foldyna@ugn.cas.cz Keywords: Concrete; Water jet; Erosion; Strength; Fibre reinforcement.
The contract was drawn and agreed between the Institute of Geonics of the CAS and the Faculty of Civil Engineering of the Brno University of Technology on 7 September 2018.
[3] Bodnarova, L, Hroudova, J., Brozovsky, J. et al., Behaviour of Cement Composites with Lightweight and Heavyweight Aggregates at High Temperatures, Periodica Polytechnica-Civil Engineering. 61, 2 (2017) 272-281
Mikolasek, Numerical Modelling and Bearing Capacity of Reinforced Concrete Beams, Advances in fracture and damage mechanics XII, Key Engineering Materials. 577-578 (2014) 281-284
Kirichok, Rehabilitation of concrete surfaces of hydropower engineering structures deteriorated by soft corrosion and cavitation, Advanced Materials Research, 688. (2013) 107-112

Influence of successive load rejections on water hammer pressure of spiral case in long diversion-type hydropower station Xiaodong Yu1, a*, Jian Zhang2,band Chengyu Fan1,c 1 College of Water Conservancy and Hydropower Engineering, Hohai Univ., Nanjing, China 2 College of Hydraulic and Civil Engineering, Xinjiang Agricultural Univ., Urumqi, China a yuxiaodong_851@hhu.edu.cn, b jzhang@hhu,edu.cn, c 347407567@qq.com Keywords: Hydropower station, hydraulic transients, water hammer, operating conditions, numerical simulation Abstract: Based on the theory of hydraulic transients and method of characteristics (MOC), the numerical model of hydraulic transients in water way system was established using the data of a practical hydropower station, and the probable transients were simulated.
Journal of Hydraulic Engineering-Asce, 127(7), 547-555, 2001
Canadian Journal of Civil Engineering, 31(1), 78-85, 2004
JOURNAL OF HYDROELECTRIC ENGINEERING. 2010, 29(2):183-189.
Canadian Journal of Civil Engineering, 38(3):331-337, 2011