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Experimental Study on Specimens of Steel Secondary Beam Embedded in Reinforced Concrete Girder of Frame Structure Qiong Yua, Zhoudao Lub, Jiangtao Yuc, Xingzhuang Zhaodand Jin Daie Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China ayiongyu2005@163.com, blzd@tongji.edu.cn, cyujiangtao@tongji.edu.cn, dzxz_342@163.com, edaijin_2008@qq.com Key words: Superposition of shear and torsion, Rotational angle, Embedded coefficient, Pullout failure, Joint failure.
But in engineering practice, the linear rigidity of the frame girder is smaller, so a weaker restraint action of concrete girder on steel beam, a bigger deflection of the steel beam, a larger moment in the mid span steel beam, and a lower load capacity of the steel beam are resulted.
China Civil Engineering Journal, 2010, Vol.43 (1), p. 1-7

Study on Combined Soil Purification Tank System Reactor in Treatment of Domestic Sewage Xiao-yan TIAN1,a, Zhi-ming ZHOU1,b, Chang-bing YE2,c , Dong-liang DAI1,d 1Key Laboratory of Songliao Aquatic Environment，Ministry of Education, Jilin Architectural and Civil Engineering Institute, Changchun 130118, China 2College of Resources and Environment, Yuxi Normal University, Yuxi 653100, China aTxy1317@163.com, bzzm1987vip@126.com, cyechangbing@yxnu.net, ddaidongliang126@126.com Keywords: Combined Soil purification tank, Wetland plants, Modified structure, Intermittent aeration Abstract: To solve the problems of dead angle and low dissolved oxygen of current soil purification tank system, the combined soil purification tank system reactor was designed to treat domestic sewage by our research group.
Journal of Bioprocess and Biosystems Engineering.Vol.35 (2012), p.389-397
[9]LuXueqiang, Tang Yunping, “Measurement of Waterpower Length of Stay in Constructed Wetland Engineering”.

(in Chinese) [3] Zhe-bin Wan.Engineering geological, 1988,(3).
Chinese Journal of Rock Mechanics and Engineering, 2000,19(4):429-431.
Chinese Journal of Geotechnical Engineering, 1999,21(5):569-572.
Chinese Journal of Geotechnical Engineering, 2000,19(2):169–172.
Chinese Journal of Geotechnical Engineering, 1998,17(5):493-501.

Civil and Environmental Engineering, Politecnico di Milano, Italy 2 Research & Development Department, CTG – Italcementi Group aalessandra.bonicelli@mail.polimi.it, bmaurizio.crispino@polimi.it, cfilippo.giustozzi@polimi.it, dmshink@ctg.fr Keywords: pervious concrete; porous permeable concrete pavements; compaction properties; specimen preparation.
Higgins, Solid material retention and nutrient reduction properties of pervious concrete mixture, Biosystems Engineering 100 (2008) 401-408
Tighe, Evaluation of pervious concrete pavement performance in cold weather climates, International Journal of Paviment Engineering 13 (2012) 197-208

American Society of Civil Engineers, Reston, VA, 2013
Engineering Structures 117 (2016) 344-357
ASCE Journal of Structural Engineering. 138:12 (2012) 1465-1476.

Kırgız, Green cement composite concept reinforced by graphite nano-engineered particle suspension for infrastructure renewal material, Composites Part B: Engineering. 154 (2018b) 423-429
Kırgız, Advance Treatment by Nanographite for Portland Pulverised Fly Ash Cement (The class F) Systems, Composites Part B: Engineering. 82 (2015a) 59–71
Attoh-Okine, Nanotechnology in Civil Infrastructure, Springer Nature Switzerland AG, 103-130, 2011.

Hsu, Evaluating the mechanical properties of wooden components using drill resistance method, in: Proc. of the World Conference on Timber Engineering, Miyazaki, Japan, 2-5 June 2008
Demay, Wood testing using acousto-ultrasonic, in: Proc. of the World Conference on Timber Engineering, Whistler, Canada, 31 July - 3 August 2000
Lear, Improving the assessment of an situ timber members with the use of nondestructive and semi-destructive testing techniques, Master's Thesis, Civil Engineering, North Carolina State University, Raleigh, USA, 2005

Introduction Polymeric materials and structural composites are used in a variety of applications, such as transport vehicles (cars, aircrafts, and spacecrafts), civil engineering, and electronics.
Cracks and damages in materials even at a microscopic level alter their acoustical, electrical and thermal properties resulting in failure of structures.Engineering researches are focused mainly on either the design of novel materials with improved robustness or the development of repairing methods for material maintenance.
When the engineer or scientist are selecting the proper self-healing chemistry, an extensive range of testing procedures in order to select the appropriate one depending on the application are needed.

Flexural Capacity of Concrete Beams Prestressed with Carbon Fiber Reinforced Polymer (CFRP) Tendons Xiuli Du1, a, Zuohu Wang1,b and Jingbo Liu2,c 1 The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China 2 Department of Civil Engineering, Tsinghua University, Beijing 100084, China aduxiuli@bjut.edu.cn, bwangzuohu@emails.bjut.edu.cn, c liujb@tsinghua.edu.cn Keywords: CFRP; prestressed; concrete beams; flexural capacity; ductility Abstract.
Grace: PCI Journal Vol. 45 (2000), p.84 [8] Peng Feng, Lieping Ye, Yuli Huang: Engineering mechanics Vol. 22 (2005), p.28 (in Chinses) [9] ACI committee: Prestressing concrete with FRP tendons (IHS, USA 2004) [10] Aravinthan T, Mutsuyoshi H: Transaction of the Japan concrete institute Vol. 19 (1997), p.225 [11] Dolan C W, Burke C R: Flexural strength and design of FRP prestressed beams (Proceedings of the second international conference on advanced composite materials in bridges and structures (ACMBS2), Montreal 1996)

Treatment of leachate from a municipal solid waste transfer station by a combined system of MBR and Electro-Catalyzed oxidation Shujie Liu1a, Fuming Chen1b, Jingjing Zhao1c, Mingfei Shao2d, Tong Zhang2e, Zeyu Zhou3f 1 Shenzhen Key Lab. of Separation Technology , Shenzhen Engineering Lab. for environmental microbiology Utilization, Research Institute of Tsinghua University in Shenzhen , 518057, P.
China 2 Deaprtment of Civil Engineering, The University of Hong Kong 3 Shenzhen Yuli Technology Co.
Acknowledgements The leachate treatment equipment is jointly developed by Shenzhen Key Lab. of Separation Technology and Shenzhen Engineering Lab. for environmental microbiology Utilization, Research Institute of Tsinghua University in Shenzhen, the University of Hongkong and Shenzhen Yuli Science & Technology Co., Ltd.