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Experimental study of DO mass transfer over roughened spillway Cheng Xiangju1, a, Zhao Wenqian2,b 1 School of civil engineering and transportation, South China University of Technology, Guangzhou, 510640, P R China 2 State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan University, Chengdu, Sichuan 610065, P R China a zhu1130@sina.com, b zhaowq0514@yahoo.com.cn Keywords: roughened spillway; DO mass transfer; experiment Abstract.
Journal of hydraulic engineering, Vol. 126, No. 9 (2000), p. 636-637
Civil Eng., Vol. 20, No. 3 (1993), p. 422-435
Chanson, in: Air bubble entrainment in free-surface turbulent flows experimental investigations, Report CH46/95, Dept.of civil engineering, unversity of Queensland, Australia, June (1995), 368pages
Journal of hydraulic engineering, Vol.125, No.1(1999), p. 3-10.

References [1] Li Hui, Ou Jinping．China Civil Engineering Journal，2006，39 ( 4) : 45-54
[2] Zhu Yong，Fu Yumei，Chen Weimin，et al．China Civil Engineering Journal，2005，38 ( 10) : 66-71
China Civil Engineering Journal，2006，39 ( 5) : 72-77
Central South Highway Engineering，2007，32 ( 2 ) :67-72
[7] KO J M，SUN Z G NI Y Q．Engineering Structures，2002，24: 857-868

Journal of Hydroelectric Engineering,2011, 06:64–67
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, 2012, Vol 204-208, 376-381
ADVANCES IN CIVIL ENGINEERING AND ARCHITECTURE INNOVATION, 2012, Vol 368-373: 2781-2786
Dynamic Model Rupture tests of Concrete Dams on Shaking Table [J], TRENDS IN CIVIL ENGINEERING, 2012, VOL 446-449, 2650-2655
Numerical modeling on the excavation and reinforcement for the underground powerhouse in the Shuibuya project[J].Chinese Journal of Rock Mechanics and Engineering,2002, 21(Supp.): 2 162－2 167.

Study on the effect of condensate-type and copolymer-type combined superplasticizers on hydration of cement Yunfeng Pan1, 2, a Yaqing Jiang1,2, b,* Sijia Zhang3,c 1Hohai University, No. 1 Xikang Road, Nanjiang city, Jiangsu Province, China 2Huai’an research institute of Hohai university, Huai’an wisdom Valley, Jiangsu Province, China 3China Institute of Water Recourses and Hydropower Research, Beijing, China apanpan720@hhu.edu.cn,bYqjiang@hhu.edu.cn,czhangsj@iwhr.com Keywords: Civil engineering materials, Combined Superplasticizer, Orgno-mineral phase, Mechanism Abstract.

Behavior of square hollow section steel tubes filled with concrete under different loading conditions Jin Tiande 1,a, Guo Lanhui 2,b 1 Architectural & Civil Engineering Design Institute CO.LTD,Hangzhou, 310001, China 2 School of Civil Engineering, Harbin Institute of Technology, Harbin, 150090, China a jin_td@163.com, b guolanhui@hit.edu.cn Keywords: square hollow section (SHS); loading conditions; concrete-filled Abstract.
Recently, the use of concrete-filled square hollow section (SHS) tubes has become increasingly popular in civil engineering structures.
School of civil Engineering, University of Sydney, Australia, No.
Journal of Structural Engineering, Vol.128, No.8 (2002), pp.1073-1081
Engineering Mechanics, Vol. 25, No.9 (2008), pp. 143-148 [10] T.

Shehu2 Department of Structure and Materials Faculty of Civil Engineering, Universiti Teknologi Malaysia 81310 UTM Johor Bahru, Johor, Malaysia 1asmawal@yahoo.com, 2nmakadir@gmail.com Keywords: Palm oil fuel ash, high volume, deformation, shrinkage and creep.
Journal of Materials in Civil Engineering, 2(2) (1990):94-105
Conference on Concrete Engineering and Technology, Kuala Lumpur, Malaysia. (1997) 299-306
Malaysian Journal of Civil Engineering, 21(2), (2009) 125-134
Thesis, Faculty of Civil Engineering.

Experimental Study on Flexural Behavior of Reinforced Concrete Beams with Variety Lap Splices of Reinforcing Steel Bars MOCHAMAD Teguh1, a *, NOVIA Mahlisani 2,b 1,2Department of Civil Engineering, Islamic University of Indonesia, Indonesia a*m.teguh@uii.ac.id, bphyamahlisani@gmail.com Keywords: flexural behavior, ductility, reinforced concrete beam, lap splice, welded joint Abstract.
The experimental tests were conducted at the Material and Structure Laboratory, Department of Civil Engineering, Islamic University of Indonesia.
Dimitrov, Numerical Simulation of Tensile Mechanical Behavior of Lap Welded Reinforcing Steel Bar Joints, Bulgarian Journal for Engineering Design, No. 03 (2009) 5-11
Hunaiti, et al., Flexural Ductility Behavior of Strengthened Reinforced Concrete Beams Using Steel and CFRP Plate, Jordan Journal of Civil Engineering, Vol.6, No. 3 (2012) p. 304-312
Ho, et al., Flexural Strength and Ductility of Reinforced Concret Beams, Proceeding of the Institution of Civil Engineers: Structures and Buildings, Hongkong, 2002, p. 361-369

Experimental Study for Single-Angle Beam-Column Members Attached by One Leg Xianlei Cao1, a, Jiping Hao2,b and Chunlei Fan2,c 1School of Civil Engineering and Architecture, Anhui University of Technology, Anhui, Ma’anshan, 243002, China 2School of Civil Engineering，Xi'an University of Architecture and Technology, Xi'an 710055, China alei070@163.com,b haojiping@163.com, cvincerfan@163.com Keywords: Angles; Beam-Column Members; Buckling; Finite Element Method.
The design formula (1) of stability coefficient on equal angle compression members attached by one leg was established, which may supply reference for the engineering design.
[2] LI Kaixi: Journal of Chongqing Architectural Engineering Institute.
[3] Usami T. and Galambs TV: Paper and Reports of Japanese Society of Civil Engineering Institute(1971),p.31
[7] ASCE 10-1997: Design of latticed steel transmission structures(American Society of Civil Engineers, New York1997)

Experimental Investigation on the Flexural Performance of Brick Masonry Wall Retrofitted using PP-Band Meshes under Cyclic Loading ANDREAS Triwiyono1, a *, FREDERICA Neo2, b, JOHAN Ardianto2, c, GUMBERT Maylda Pratama2, d and ANDREAS Sugijopranoto2, e 1 Associate Professor, Department of Civil and Environmental Engineering, Gadjah Mada University, Yogyakarta, Indonesia 2Student, Department of Civil and Environmental Engineering, Gadjah Mada University, Yogyakarta, Indonesia a*ahdreactri@yahoo.com, bfredericaneo92@gmail.com, cjohan.ardianto93@gmail.com, dgumbert.m.p@gmail.com, eandreas.sugijopranoto@mail.ugm.ac.id Keywords: brick masonry wall, retrofit, pp-band mesh, flexural performance, residual strength.
Most of the buildings were residential houses classified as non engineered buildings.
Acknowledgements The study was conducted with financial support from the Department of Civil and Environmental Engineering, Gadjah Mada University.
Triwiyono, The Effect of Strapping Band on The Flexural Strength and Ductility of the Brick Wall, Research Report, Department of Civil and Environmental Engineering, Gadjah Mada University, 2014 [4] Department of Public Works and JICA, Key Requirements for Safer Houses, The Project on Building Administration and Enforcement Capacity Development for Seismic Resilience, Pocket Book, 2009 [5] Department of Public Works, The survey of Construction Method, People Awareness and so on Experiment And Numerical Study of Masonry Confined Wall, Bandung, 2011 [6] P.
Report On The State–Of–The–Art In The Seismic Retrofitting Of Unreinforced Masonry Houses By Pp-Band Meshes, International Center For Urban Safety Engineering Institute Of Industrial Science The University Of Tokyo, July, 2006 [7] S.

Solahuddin1,a* 1Faculty of Civil Engineering Technology, Universiti Malaysia Pahang, Lebuhraya Tun Razak, 26300 Gambang, Kuantan, Pahang Darul Makmur, Malaysia a*solahuddin.08@yahoo.com Keywords: Bamboo, Reinforced concrete, Structural performance Abstract.
Lastly, it is also the best way to use bamboo reinforced concrete application in the construction and civil engineering field.
Woodhead (Elsevier) Publishing Series in Civil and Structural Engineering No.58
US Naval Civil Engineering Laboratory Report, Port Hueneme
In: 15th World conference on earthquake engineering, Lisbon