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Means of improving the effectiveness of concrete dams (2013) Power Technology and Engineering, 46 (6), pp. 442-446
Effects of freezing and thawing cycles on the shear resistance of concrete lift joints (2012) Canadian Journal of Civil Engineering, 39(10), pp. 1089-1099
Effects of Temperature on the Performance of Sucrose in Cement Hydration (2011) Journal of Materials in Civil Engineering, 23(7), pp. 1124-1127
Hydration kinetics of cement-based materials with P2O5 incorporated (2010) Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, 32(5), pp. 119-124
Analiz vozmozhnostey i praktika ispolzovaniya metodov nanotekhnologii // Magazine of Civil Engineering. № 6. 2009.

Determination of the Critical Duration of the First Heating of Heavy Concrete by the Criterion of the Maximum Strength Reduction Volodymyr Korsun1,a, Artem Korsun2,b* and Sergey Mashtaler3,c 1,3Donbas National Academy of Civil Engineering and Architecture, Derzhavina, 2, Makeyevka, Donetsk region, 86123, Ukraine 2Saint-Petersburg State Polytechnical University, Polytechnicheskaya, 29, Saint-Petersburg, 195251, Russia akorsun_vi@mail.ru, bkorsun_av@mail.ru, cmashtaler_sergey@mail.ru Keywords: concrete, strength, duration of heating, elevated temperatures.
Influence of High Temperatures on Surface Cracking of Concrete Studied by Image Scanning Technique (2010) Jordan Journal of Civil Engineering, 4, pp. 155-163
Properties of Concrete at Elevated Temperatures (2014) ISRN Civil Engineering, 15 pp
Effect of fire and elevated temperatures on reinforced concrete structures (2002) Bulletin of Chamber of Civil Engineers, Eskisehir Branch, 16:34, pp. 6
Analysis of concrete structures under thermal loading (1989) Computer Methods in Applied Mechanics and Engineering, 77, pp. 293-310

Theoretical Analysis and Experimental Study of Strength Matching between Mortarless Grouted Concrete and Block Material Mingsong Yi1,a, Yanqiu Xu1,b, Ni Lou2,c, Lanying Zhang2,d, Guohui Yi2,e 1School of Civil Engineering,Beijing Jiaotong University,Beijing,100044 China 2China Architecture Design&Research Group,Beijing,100044 China a11121232@bjtu.edu.cn, byqxu@bjtu.edu.cn, clngtj@263.net, dzhanglanying@cadg.cn, eyigh@cadg.cn Keywords: mortarless block; concrete; compressive strength; compressive property; finite element Abstract: In order to solve the strength matching problem of grouted concrete and block in mortarless grouted masonry, the article adopts the ANSYS nonlinear simulation to establish different strength grade models.
How to effectively play the performance of both is a notable question in the field of mortarless masonry engineering.
Master thesis of Beijing institute of civil engineering and construction，Beijing: Beijing institute of civil engineering and construction,2010 [7] Shen Bowen.
Value engineering, 2010, 29(31): 102-102 [8] Hasan, Orhun, Koksal, Cengiz, Karakoc, Hakki, Yildirim.
Journal of Materials in Civil Engineering, 2005, 17(1): 107-115 [9] Ramamurthy, K.

The samples were demoulded after 24 hours of hardening and air-cured outside the Concrete Laboratory at the Faculty of Civil Engineering, UiTM with temperature of 29°C ± 2°C.
The authors would like to thank the Faculty of Civil Engineering and the Faculty of Architecture, Planning and Surveying (FSPU), UiTM Shah Alam for providing the infrastructures used for this study.
Eng in: International Conference on Civil Engineering Practice (ICCE’08) (2008), Kuantan [11] BS EN ISO 8990: 1996: Thermal insulation.
Dawood: American Journal of Engineering and Applied Sciences, Vol. 3 (2010), pp. 489 – 493 [15] G.
Buckeridge: Engineering and Technology, Vol. 53 (2009), pp. 1035 – 1040 [19] R.

Department of Civil Engineering, Universiti Tenaga Nasional Malaysia 2 Salmia Beddu, Senior Lecturer.
Department of Civil Engineering, Universiti Tenaga Nasional Malaysia 3 M.F.
Department of Civil Engineering, Universiti Teknologi PETRONAS Malaysia 4 N.Shafiq, Assoc.
Department of Civil Engineering, Universiti Teknologi PETRONAS Malaysia cYana_Kamal@uniten.edu.my, bSalmia@uniten.edu.my, cfadhilnuruddin@petronas.com.my, dnasirshafiq@petronas.com.my, eMZakaria@uniten.edu.my Keywords: Microwave Incinerator, Rice Husk Ash, Used Engine Oil, Compressive Strength Abstract.
United Kingdom Malaysia Engineering Conference, 2008 [8] Utah Department of Environment Quality (2009) [9] Bentech.

Motor vehicle traffic-induced vibration characteristics of the ground and Urban Pedestrian Overpass Cai Qing Chi 1,a*, Li Yuan2,b Liu Qi Liang3,c Li Zhen3,d 1 Civil and Environmental Engineering School 612 office, University of Science and Technology Beijing, Beijing 100083，China 2 Civil and Environmental Engineering School 810 office, University of Science and Technology Beijing, Beijing 100083，China 3 Civil and Environmental Engineering School 803 office, University of Science and Technology Beijing, Beijing 100083，China ayiye1990@qq.com, b sbfqp@126.com@126.com, c 489271625@qq.com, d731639051@qq.com Keywords: Motor vehicle; vibration characteristics; Urban Pedestrian Overpass; Vibration comfort Abstract: Since the 21st century, Beijing accelerate the process of internationalization.
Journal of Railway Science and Engineering, 2009
Journal of Architectural Engineering, 1997
Science Technology and Engineering, 2009
Underground Engineering and Tunnels, 2007(02)

Calculation Model for Crack Width of Smart Film Based on Shear-Lag Theory Yong Xu1,2,a, Zhixiang Zhou2,b, Benniu Zhang3,c 1School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, 610031, China 2School of Civil Engineering & Architecture, Chongqing Jiaotong University Chongqing, 400074, China 3School of Computer & Information, Chongqing Jiaotong University, Chongqing 400074, China axuyong@cquc.edu.cn, bzhixiangzhou@cquc.edu.cn, cbenniuzhang@gmail.com Keywords: Smart film; Shear-lag theory; Crack width; Calculation model; Crack monitoring.
Xu: Sensitive skin and the relative sensing system for realtime surface monitoring of crack in civil infrastructure, Journal of Intelligent Material Systems and Structures, Vol. 17 (2006), p. 907 [3] H.

This study focuses on the reuse of slit scrap tires for civil engineering applications.
To establish the feasibility of strip tire laminates as a potential material for civil engineering applications, therefore, the engineering properties of the strip tires had to first be established.
Abdel-Hameed, (2008), “Mechanical, Fracture, and Microstructural Investigations of Rubber Concrete” Journal of Materials in Civil Engineering, Vol. 20, No. 10, October 1, 2008
Canadian Journal of Civil Engineering, Vol. 28, No. 2, pp.179–189
Mechanical Properties of Tire Bales, Masters Thesis, Department of Civil, Architectural and Environmental Engineering, The University of Texas at Austin

In: Proc. of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, Malta, 18-21 Sept. 2007, paper n. 2 (2007)
Engineering Structures, Elsevier 31 (2009) 7, 1486–1500
Computer-Aided Civil and Infrastructure Engineering, February (2014), Online ISSN: 1467-8667, doi: 10.1111/mice.12071
Fabbrocino, Automated output-only dynamic identification of civil engineering structures.
Engineering Structures, 28 (2006) 5, 660–667

In the field of structural engineering, structures designed in this way are safer, more reliable and less expensive than the traditional designed ones, where the success of the design is based solely on the experience of the engineer.
PhD thesis, University of Iowa, Dept. of Civil and Environmental Engineering
Topping, (Editor), "Advances in Engineering Computational Technology", Civil-Comp Press, Edinburgh, UK, pp 135-141, 1998
Burns (Editor), American Society of Civil Engineers
Engineering Structures 2008:30:436-449