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In order to understand the influence of the tensile stress on the corrosion of reinforcement bars in civil engineering, the reinforcement bars specimens were put into the liquid corrosion tank made of hydrochloric acid and distilled water by applying the tension stress on the reinforcing frame to carry out rapid corrosion.
In particular, the corrosion of reinforcement bars belonging to concealed engineering in large-scale infrastructure will also cause sudden accidents and endanger life safety.
The corrosion test tank is made of engineering plastic sheet.
[12] Wu Qing, Yuan Yingshu, Experimental study on the deterioration of mechanical properties of corroded steel bars, China civil engineering journal, Volume 41, Issue 12, (2008) 42-47
[15] Jnaid F, Aboutaha R S, Residual flexural strength of corroded reinforced concrete beams, Engineering Structures, Volume 119, Issue 7, (2016) 198-216

The classification and analysis of risk response measures in the hydraulic engineering slope Yongcheng Guo1,2,a, Jinlong Guo1, 2,b 1College of Civil Engineering and Architecture, China Three Gorges University Yichang 443002, China 2 Key Laboratory of Geological Hazards on Three Gorges Reservoir Area, Ministry of Education , Yichang 443002, China aych_guo@126.com,b125317331@qq.com Key words: classification; analysis; risk response measures; engineering slope Abstract: In view of the definition on the slope of the specification, the classification of water conservancy engineering slope is obtained.
After the risk analysis and evaluation on the slope, according to the characteristics of the water conservancy engineering slope, it is proposed that engineering measures and non-engineering measures can be adopted to transfer or reduce the risk.
The method of risk transfer consists of engineering measure and non-engineering measure [5].
In the actual operation process, it involves many qualitative and quantitative factors and engineering experience and expert knowledge, essentially it is a comprehensive system of systems engineering and knowledge engineering.
Chinese Journal of rock mechanics and engineering,2004,23(7):1078-1081

Being crucial for the development of Industry, Manufacture and Materials, our conference encompasses a large number of research topics and applications: from Industry to many kinds of new Materials; from Material Science to Engineering Materials and other related topics are included in the scope of this conference.
For this special issue about 370 manuscripts were presented and 167 were selected for publication and can be classified into 6 chapters namely 1) Mechanical Engineering 2) Industry and Manufacture 3) Chemistry, Chemical Industry and Biological materials 4) Computer and Information Technology 5) Architecture and Civil Engineering 6) Environmental Engineering and Energy Engineering.
The papers under chapter 1 primarily introduced theory and application of kinds of mechanical engineering.
The papers under chapter 3 to 6 mainly focus on the chemistry, chemical industry and biological materials, computer and information technology, architecture and civil engineering and environmental engineering and energy engineering Noting can be done without the help of the program chairs, organization staff, and the members of the program committees.
Oil Academy, Azerbaijan Riza Esa, Kuala Lumpur ACM Chapter, Malaysia Xiang Lee, Hong Kong Education Society, Hong Kong Publication Chairs Wei Deng, American Applied Sciences Research Institute, USA Qi Luo, Singapore Management and Sports Science Institute, Singapore Program Members Jiang Chi, Peking University, China Yu Tian, Anyang Normal University, China Yijin Wu, Huazhong Normal University, China Zhongming Yao, Qiqihar University, China Yun Zhang, Southwestern University of Finance and Economics, China Xiaolan Liu, Beijing Normal University, China Wang Jianfen, Jiangsu Universty, China Jinzhuo Liu, Henan University, China Wang Yunyin, XinJiang University, China Wang Zhonghua, Hubei University, China Tatsuya Akutsu, ACM NUS Singapore Chapter, Singapore Yiyi Zhouzhou, Azerbaijan State Oil Academy, Azerbaijan Khine Soe Thaung, Maldives College of Higher Education, Maldives Biswanath Vokkarane, Society on Social Implications of Technology and Engineering

Study of Interface Problems Using Finite Element Method Li-jun SU 1, a, Hong-jian LIAO2, Shan-yong WANG3 and Wen-bing WEI4 1 School of Civil Engineering, Xi'an University of Architecture and Technology, 13 Yanta Road, Xi'an, Shaanxi, 710055, China 2 Department of Civil Engineering, Xi'an Jiaotong University, Xi'an, Shaanxi, 710049, China 3 Department of Building and Construction, City University of Hong Kong, Hong Kong China 4 Department of Civil & Structural Engineering, the HK Polytechnic University, Hong Kong China a sulijun76@hotmail.com Keywords: Interface problem, continuum elements, surface based contact.
In numerical simulation of engineering problems, it is important to properly simulate the interface between two adjacent parts of the model.
Introduction Interface problem is often encountered during numerical simulation of problems in geotechnical engineering.

Experimental study on the effect of steel-tube replacement ratio on the eccentric compression bearing capacity of composite column Xuhong Zhang1, a , Quanquan Guo 2,b 1College of Architecture and Civil Engineering,Taiyuan University of Thchnology,Taiyuan Shanxi030024,China 2Dept. of Civil Engineering , Beijing University of Aeronautics and Astronautics, Beijing100191,China azxhxmx@163.com, bqq_guo@buaa.edu.cn Key words：Steel-tube replacement ratio; Steel tube composite column; Ultimate bearing capacity Abstract.
The test was conducted on the pressure testing machine YAW-5000 of the engineering civil structure laboratory Taiyuan University of Technology.
Journal of Structural Engineering, 1992,Vol.118(11):p.3036-3054
Engineering Mechanics, In Chinese, Vol.26(10):p59-65.

Influences of exterior windows on Heating and Air-conditioning System Energy Consumption in Residential building Chune Li 1,a *, Yajun Wang 2,b and Ying Cai 3,c 1 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China 3 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China asophie_lce@163.com, bwyj79626@lut.cn, cblue9801@163.com Keywords: DeST-h, energy consumption, heating and air-conditioning, residential building Abstract.
Calculation parameters of indoor was stetted according to Design standard for energy efficiency of residential buildings in severe cold and cold zones and Design code for heating ventilation and air conditioning of civil buildings [5].
Comprehensive consideration, the increases of window-wall ratio is not conducive to building energy-saving in comprehention ,a low window-wall ratio should be selected in engineering design stage.
Influence of window-wall ratio on annual energy consumption for heating and air conditioning in residentail buildings[J].Journal Heating Ventilating and Airconditioning,2006,36(6):1-5 [3] Enshen Long,Xiangzhao Fu.Effect of area ratio of window to wall on cooling and heating energy consumpion index and energy efficient rate for residential buildings[J] Journal Heating Ventilating and Airconditioning,2007,37(2):46-49 [4] Jinshun Wu,Weijie Zhang.Analysis of office building cooling load based on DeST software[J].Journal of Hebei Institute of Architectural Science & Technology.2006,23(2):75-78 [5] GB50736-2012 Design code for heating ventilation and air conditioning of civil buildings [S].Beijing: The people's Republic of China Ministry of housing and urban rural development, The people's Republic of China State Administration of Quality Supervision Inspection and quarantine, 2012

Experimental seismic damage quantification in a 3-storey laboratory structure Oliver R. de Lautour a and Piotr Omenzetter b Department of Civil and Environmental Engineering, Faculty of Engineering, The University of Auckland, Private Bag 92019, Auckland Mail Centre, Auckland 1142, New Zealand a odel001@ec.auckland.ac.nz, b p.omenzetter@auckland.ac.nz Keywords: Structural Health Monitoring, Damage detection, Autoregressive models, Artificial Neural Network, Earthquake engineering.
ANNs have been used throughout the civil engineering field [6] and are capable of function approximation, classification and more importantly, pattern recognition tasks.
Farrar: Journal of Structural Engineering Vol. 125 (2000), p. 1356
Adeli: Computer-Aided Civil and Infrastructure Engineering Vol. 16 (2001), p. 126

Impact-Resistant Analysis of Hinged Reinforced Concrete Beam with Composite Laminates Runlin Yang1, a, Jie Kong1 and Juanhua Zhou2 1Department of Civil Engineering, School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China 2China Electric Power Press Company Limited, Beijing 100005, China aEmail: rlyang@ustb.edu.cn Keywords: impact resistance; hinged beam; impact load; composite protection; numerical simulation Abstract.
China Civil Engineering Journal, 2007, 40(1): 34-41
Journal of Wuhan University of Technology (Transportation Science & Engineering), 2005,29(4):538-541
Ship Engineering, 2007,29(4):40-43
International Journal of Impact Engineering, 2013, 57: 159-172

Research on Application of SIM in project investment environment analysis of international engineering consulting company Xin Lia, Lang Gaob School of Civil Engineering, Chang’ an University, Xi’an 710061, China azixin-yi-xin@163.com, bjiyu_1997@126.com Keywords: SIM; international engineering consulting; project investment; environmental analysis Abstract: Engineering consulting as a thriving new industry, facing the world becomes the inevitable trend of its development.
China engineering consulting, 2004(9):26-27 [3] Fali Geng.
Construction Economy, 2005(2):31-34 [6] Yingluo Wang, System engineering [M].
Systems Engineering and Electronics, 2005(3):453-455 [9] Lin Zhu, Benfu Lv.
Systems Engineering and Electronics, (12):1815-1817 [10] Huiqin Gao, Hongyuan Fu.

Fig. 1 The basic structure of multiple-cable single borehole anchorage Stress Testing of Individual Steel Strands in a Multiple-cable Single Borehole Anchorage for Geotechnical Engineering Li Shao-jun1, a, Feng Xia-ting1,b, Chen Bing-rui2,c 1 Institute of Rock and Soil mechanics, Chinese Academy of Sciences, Wuhan 430071, China 2 School of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China a sjli@whrsm.ac.cn, bxtfeng@whrsm.ac.cn, ccbrzm@163.com Keywords: Multiple-cable single borehole anchorage; stress test; individual steel cable strand; sensor device; geotechnical engineering Abstract.
References [1] Cheng Liangkui: China Civil Engineering Journal, Vol.34, No.3(2001), p.7-12 [2] Chen Xuchun and Zhang Xuguang: Dam and safety, April(1998), p.29-32 [3] Shan Zhishu, Balasingam Muhunthan and Thomas C.
Badger: Engineering Geology, 79(2005), p.162-176 [4] Wu Aiqing, Han Jun, Luo Chaowen and Cheng Liangkui: Chinese Journal of Rock Mechanics and Engineering, Vol.23, No.2(2004), p.247-251 [5] Gu Jincai, Ming Zhiqing and Shen Jun: Chinese Journal of Rock Mechanics and Engineering, Vol.17, No.s(1998), p.788-792 [6] Xie Jianqing, Xia Boru: Exploration Engineering(Rock & Soil Drilling and Tunneling), No.3(1998), p.12-14 [7] Zhang Hongbo, Li Yingyong and Song Xiuguang: Journal of Shandong University(Engineering Science), Vol.32,No.6(2002), p.574-577 100 120 140 160 180 200 220 2003-6-6 2003-6-11 2003-6-16 2003-6-21 Date/Year-Month-date Stress/kN SM4-2-1 SM4-2-3 Fig. 7 The varying pre-stress of individual steel strands in the same anchorage segment