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Online since: November 2012
Authors: Tie Cheng Wang, Qin Shan Li
Study of Building Design and Reinforcement Technology under the Mining Damage Qinshan Li1,2,3,a and Tiecheng Wang1,2,b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Key Laboratory of Coast Civil Structure Safety (Tianjin University), Ministry of Education, Tianjin 300072, China 3Pingmei Shenma Construction Engineering Group Co., Ltd.
It can help structural engineers to grasp the overall situation, correctly handle the practical engineering problems.
Engineers regard computers as source to solve engineering problems, they should get a foothold in basic concepts and basic theories of engineering structure reinforcement, summary of long-term project structure reinforcement experience.
Engineers grasp the scientific reinforcement method, which make structural engineers do not adhere to the existing structural system and mode.
Chen, The Safety and Durability of Civil Structural Engineering, China Architecture and Building Press, Beijing, 2003
Online since: July 2011
Authors: Guo Hui Zhao, Wen Hua Zhang, Jian Hui Zhao
Finite element program Midas/civil was used to establish three dimensional finite element model of the cable stayed bridge.
Journal of Disaster Prevention and Mitigation Engineering, Vol.29(2009), p.473-478
Journal of Structural Engineers, Vol.26 (2010), p.118-125
Journal of China Civil Engineering Journal, Vol.37 (2004), p.38-43.
Online since: December 2011
Authors: Li Ping, Wang Ying
Corrosion Behavior and Mechanical Properties of Reinforcing Bar HRB400 in NaCl Solution Ping Li1, a, Ying Wang1 1Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China aeappol@163.com Key Words: Reinforcing bar, Corrosion behavior, Corrosion rate, Mechanical properties Abstract: The corrosion behavior of reinforcing bar HRB400 in simulated concrete solution (0.5 wt.% NaCl solution) was investigated, and its tensile mechanical properties were tested before and after corrosion.
At present, it has been an increasing important issue in the field of civil engineering.
Nevertheless, in practical corrosion environment with chloride, the corrosion of reinforcing bar occurs at different extent because of the inrush of chloride, which leads to the weakening of concrete structure and the occurring of ceaseless engineering accidents [2, 3].
Online since: September 2013
Authors: Ying Wang
Corrosion Rates and Mechanical Properties of Rebar HRB335 Ying Wang a Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang 471023, China aeappol@126.com Key Words: Rebar HRB335, Corrosion rate, Strength, Elongation Abstract: The corrosion rates of rebar HRB335 and the tensile mechanical properties before and after corrosion in 1.5 wt.% NaCl solution were studied.
Introduction As one of the most common modern building structures, rebar concrete is widely used in industrial, agriculture and civil construction, etc.
Nevertheless, the rebar corrosion occurs at different extent with the passage of time and the change of environment, which leads to the weakening and engineering accidents of concrete structures.
Journal of Zhengzhou University (Engineering Science), Vol. 26 (2005), p. 85 (in Chinese) [10]C.
Online since: April 2014
Authors: Shi Ying Chen, Xiu Zhi Liu, Hong Li Wang, Xiao Yang Lu
The effect of section optimization on the double nonlinear global stability of latticed shell Chen Shiying1a, Liu Xiuzhi1b, Wang Hongli2c , Lu Xiaoyang1 1Institute of Engineering Mechanics, Shandong Jianzhu University, Jinan 250101, China 2Shandong Province Sports Training Center, Jinan 250101, China acsy0531@qq.com,blxz@sdjzu.edu.cn,chongli0531 @126.com Keywords: single-layer latticed shell, optimization, stability analysis, buckling law Abstract.
Reference [1] Shizhao Shen: China Civil Engineering Journal, Vol. 32 (1999), p.11 [2] Zhenggang Cao, Feng Fan, Shizhao Shen: Industrial Construction, Vol. l37(2007), p.69 [3] Feng Fan, Jiachuan Yan: China Civil Engineering Journal, Vol. 45(2012) p.8 [4]Technical specification for space frame structures JGJ7-2010.
Online since: March 2014
Authors: A.H. Nur Hidayah, Md Nor Hasanan, P.J. Ramadhansyah
J1, c 1 Faculty of Civil Engineering, Department of Geotechnical and Transportation, Universiti Teknologi Malaysia, 81310 Skudai, Johor Bahru a nurhidayahabdhalim@ymail.com, b hasananmdnor@yahoo.com, c ramadhansyah@utm.my Keywords: Porous; Blocks; Concrete; Paving; Aggregate.
Res. 33, (2003), 381-386 [3] Ganpule S.: Use of Porous Concrete as a Green Construction Material for Pavement, International Journal of Earth Sciences and Engineering, Vol 04 (2011), Page 764-767 [4] Hassani A., Mohammad S. and Ghoddusi P.: Runoff Infiltration through Permeable Block Pavements, Proceeding of the Institution of Civil Engineering, Transport 163 (2010), Page 183-190 [5] BS EN 933 – 4: 2008: Determination of Particle Shape – Shape Index, British Standard Institution, London (2008) [6] BS 6717 – 1: 1993: Specification for Paving Blocks, British Standard Institution, London (1993) [7] BS EN 13036 – 4: 2011: Method for Measurement of Slip/Skid Resistance of a Surface: The Pendulum Test, British Standard Institution, London (2013) [8] Public Works Department (JKR): Standard Specification for Road Works.
Online since: November 2012
Authors: Xiang Hua Zhang, Bang Biao Huang, Ji Zhen Zhu
Influence of Sludge Content on Compressive Strength of Sintering Sludge-shale Bricks Bangbiao Huang 1,2, a Xianghua Zhang 3, b and Jizhen Zhu 3, c 1Department of Continuing Education, Guangxi University of Technology, Liuzhou 545006, China 2Department of Civil Engineering, Huazhong University of Science&Technology, Wuhan 430000, Wuhan, China 3Department of Civil Engineering, Guangxi University of Technology, Liuzhou 545006, China a61394936@qq.com, b752359768@qq.com, c815348222 @qq.com Key words: sintering sludge-shale brick; sludge; the content; compressive strength.
Journal of Environmental Engineering, 6 (1987) 278-284
Online since: April 2015
Authors: Jin Mei Dong, Mei Juan Wang, Hongfa Yu
Influence of Fly Ash on Magnesium Oxychloride Cement Deformation Jinmei Dong1, a, Hongfa Yu1, 2, 3, b, Meijuan Wang1, c 1QingHai Institute of Salt Lakes, Chinese Academy of Science, 18 Xinning Road, Xi’ning city, China 2Department of Civil Engineering, Qinghai University, Xining 810016, China 3Department of Civil Engineering, Nanjing University ofAeronautics and Astronautics, Nanjing 210016, China adongda839@163.com, byuhongfa@nuaa.edu.cn,c419581551@qq.com Keywords: Fly ash, Magnesium oxychloride cement,Deformation.
(in Chinese) [10] Jinmei Dong, Hongfa Yu, Liming Zhang: Journal of salt lake research, Vol. 18(2010), p. 38(in Chinese) [11]CECS48:93: test method of Sand stone alkaline active rapid, China engineering construction standardization association 1993.
Online since: February 2013
Authors: Qi Wei Liu, Xiao Yu Zhang
The Characteristics of the Mixed sludge supernatant by Mesophilic Two-phase Anaerobic Digestion Process Liu Qi-wei1,a, Zhang Xiao-yu2,b 1School of Municipal and Environmental Engineering, Jilin Architectural and Civil Engineering Institute, Changchun, China 2Key Laboratory of Songliao Aquatic Environment, Ministry of Education, Jilin Architectural and Civil Engineering Institute, Changchun, China aliuqw663784@126.com, bzxyln1921@163.com Keywords: Two-phase anaerobic digestion; Sludge liquid; Polysaccharides; Proteins Abstract.
Online since: November 2013
Authors: Martin Doškář, Jan Novák
Compression of Heterogeneous Material Systems Based on Wang Tilings Martin Doškář1,a, Jan Novák1,2,b 1Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7/2077, 166 29 Praha, Czech Republic 2Institute of Structural Mechanics, Faculty of Civil Engineering, Brno University of Technology, Veveří 331/95, 602 00 Brno, Czech Republic amartin.doskar@fsv.cvut.cz, bnovakj@cml.fsv.cvut.cz Keywords: Wang Tilings, Microstructure Compression, Microstructure Reconstruction, Image Quilting Algorithm Abstract.
From the perspective of Materials Engineering the most appealing feature of Wang tiles rests in their ability to produce aperiodic and continuous morphological patterns from relatively small number of tiles.
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