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Enhancement of Concrete Properties Using Sawdust Ash and Superplasticizer Catherine Mayowa Ikumapayi1,a*, Joseph Adeniyi Ajayi2,b and Akintunde Fasuba3,c 1Department of Civil Engineering and Environmental Engineering, Federal University of Technology Akure, PMB 704, Nigeria 2Department of Civil Engineering, Elizade University, Ilara-mokin, Nigeria 3Department of Civil Engineering, Elizade University, Ilara-mokin, Nigeria a*cmikumapayi@futa.edu.ng, bjosfeb01@gmail.com, cakintundefasuba@gmail.com Keywords: Pozzolans, Superplasticizer, Sawdust-ash, Bulk-density, Split tensile strength, Compressive strength.
Effect of sawdust ash and and laterite on the electrical resistivity of concrete, Magazine of Civil Engineering, 105(5): 1-11
International Journal of Engineering, 1-9
International Journal of Civil Engineering and Technology, 9(1): 965–974
FUTA Journal of Engineering and Engineering Technology , 13(2): 143-149.

Double skin facades in energy efficient design Milja Penić1,a, Nikolay Vatin2,b, Vera Murgul3,c 1 Faculty of Civil Engineering and Architecture, Aleksandra Medvedeva 14, 18000 Niš, Serbia 2,3St.
Uuttu: Study of Current Structures in Double-Skin Facades“, MSc thesis in Structural Engineering and Building Physics, Department of Civil and Environmental Engineering.
Journal of Applied Engineering Science, Vol. 12 (2) (2014), pp 121-128 [9] D.
Magazine of Civil Engineering, 5(40) (2013), pp. 5-19 [16] N.
Magazine of Civil Engineering. 8(34) (2012), pp. 4-14 [19] M.

Mechanical Properties of Volcanic Ash Based Geopolymer Concrete PUPUT Risdanareni1, a, ADJIB Karjanto2,b ,EKAPUTRI Januarti Jaya3,4,c POPPY Puspitasari5,d and FEBRIANO Khakim6,e 1,2Department of Civil Engineering, Engineering Faculty, Universitas Negeri Malang, Jalan Semarang no.5 Malang , East Java, Indonesia 3 Department of Civil Engineering, ITS, Kampus ITS Surabaya 60111, Indonesia 4Center of Excellence Geopolymer and Green Technology (CEGeoTech), School of Materials Engineering, University Malaysia Perlis (UniMAP), P.O.
Box 77, Kangar, Perlis, Malaysia 5Department of Mechanical Engineering, Engineering Faculty, Universitas Negeri Malang, Jalan Semarang no.5 Malang , East Java, Indonesia 6Undergraduate Student in Department of Civil Engineering, Universitas Negeri Malang, Jalan Semarang no.5 Malang, East Java, Indonesia apuput.risdanareni.ft@um.ac.id, b adjib.karjanto.ft@um.ac.id, c januarti@ce.its.ac.id, dpoppy@um.ac.id, efebrianokhakim@gmail.com Keywords: Volcanic Ash, Geopolymer Concrete, Compressive strength, Mount Kelud Abstract.
Anwar , Cement and Concrete Research , 33, 1601–1605 (2003) [9] Ekaputri, J.J, Triwulan, Pujo Aji, And Ahmad Baihaqi, Proceedings of International Seminar on Applied Technology, Science, and Arts (3rd APTECS),( 2011) [10] Hardjito, D., Wallah S.E., and Rangan B.V., Civil Engineering Dimension, Vol. 6, No. 2, pp. 88–93 (2004)

Introduction In the field of radar or infrared detection, the targets are densely populated in a certain area or a certain time period, which mainly includes: Civil aviation flight information, Meteorological information and clutter information such as birds and so on.
Among these information, the Civil aviation flight information occupies the absolutely position.
Therefore, importing the civil flight information will greatly improve the accuracy of judgment and the efficiency of the system in any form of radar system.
We first traverse the large and medium-sized airports on a national scale; then we fix a certain area and traverse all the civil aviation planes which fly across this area; we store the flight number and the matched code as a dictionary.
Systems Engineering and Electronics vol.34(2012),No.10 [2] Information on http://www.faa.gov [3] Fengbin Zheng: Software engineering in Chinese(Science Press, Beijing 2012) [4] Jianguo Qiang, et al: Implementation of two-way real-time communication on Internet with WindowsSocket.

Analysis of Impact to Counter Force and Internal Force in Different Arrangements of Minor Radius Curve Steel Box Girder Supporting Point Quansheng Sun1,a, Tong Wu2,b 1School of Civil Engineering,Northeast Forestry University(NEFU),China 2School of Civil Engineering,Northeast Forestry University(NEFU),China ahrbsqs@126.com, bldwutong@126.com Keywords: curve steel box girder, minor radius, arrangements of supporting point.
Take advantage of MIDAS/Civil finite element analysis software to imitate the actual designing steel box girder.The different arrangements of supporting point is imitated through changing model parameters.Then analyse the impact of different arrangements to structure.Lastly,choose the dest arrangement of supporting point .
Figure1.Bridge spans layout and supporting point arrangement(unit:m) Structure Analysis The structure form of this bridge is single box-double room.And the bridge is with minor radius and big bending .So it is better to erect grid model to imitate the actual stress state by MIDAS/Civil finite element analysis software.The cross section is split into three sections with approximately equal inertia moment.Then the three sections is connected by virtual beam.
Take advantage of MIDAS/Civil to imitate a actual bridge.

The feasibility of applying image processing technology to surveillance in the small or medium-sized airports and RWSL Wei jun PAN1 ,You shui Xu2 1 Department of Air Traffic Management,Civil Aviation Flight Of China,P.O.Box 618307, Guanghan,Sichuan; PH(86)-0838-5183831; FAX(86)-0838-5190242; email:panatc@sina.com 2 Department of Air Traffic Management,Civil Aviation Flight Of China,P.O.Box 618307, Guanghan, Sichuan; PH(86)-15884262681; email:511304752@163.com Keywords: The Small or Medium-sized Airport, Airfield Surveillance, RWSL, Data source, Image Processing Technology Abstract.
From perspective of engineering construction,the installation of camera sensor is more easier than radar equipment because its installation can use the fundamental construction of airport,which means the investment and maintenance cost will be less.
Conclusion Runway incursion and Hot Spot are great challenges to the safety development of civil aviation.
The paper innovatively combine computer vision and video image processing technologies to study its feasibility from the perspective of engineering and index of evaluating based on features of surface radar.
References [1] International civil aviation organization(ICAO).Manual on the Prevention of Runway Incursions,2007 [2] Yizhi Zhou:Journal of Civil Aviation Flight University of China.2010,21(1).32-35(In Chinese) [3] Federal Aviation Aderministrator(FAA).Annual Runway Safety Report 2010.2010 [4] Federal Aviation Aderministrator(FAA).ATO Safety National Runway Plan.2011 [5] David F.Green,Jr.Runway Safety Monitor Algorithm for Runway Incursion Detection and Alerting[R].

Anaerobic Corrosion of Reinforcement Ross O’Donovan1,2,a, Brian D O’Rourke1,b , Kieran D Ruane1,2,c and John J Murphy1,d ¹ Department of Civil, Structural & Environmental Engineering, Cork Institute of Technology, Bishopstown, Cork, Ireland. ² RPS Consulting Engineers Ltd, Innishmore, Ballincollig, Cork, Ireland.
Collery, The Design and Construction of the New Mizen Head Footbridge, Paper accepted for publication in the Proceedings of the Institution of Civil Engineers, publication date September 2013
Healy, Assessment testing Mizen Head Footbridge Ireland, Proceedings of the Institution of Civil Engineers, Bridge Engineering 157, September 2004 Issue BE3, 2004
[10] BS 1377-3:1990, Methods of tests for soils for civil engineering purposes.
Jalinoos, NDE for corrosion detection in reinforced concrete structures – a benchmark approach, Proceedings of Non-Destructive Testing in Civil Engineering Conference, 2009.

STUDY ON BEHAVIOUR OF COCONUT SHELL AGGREGATE CONCRETE WITH BAMBOO REINFORCEMENT IN COMPRESSION MEMBER S.Amutha1a, D.Arul Prakash2b, M.Lakshmipathy3c and G.Senthil Kumaran4d* 1PG Student (Structural Engg), Department of Civil Engineering, SRM University, Chennai, India. 2Assistant Professor, Department of Civil Engineering, SRM University, Chennai, India. 3Professor, Department of Civil Engineering, SRM University, Chennai, India. 4Senior Lecturer and Head of Department, Department of Civil, Environmental and Geomatics Engineering, University of Rwanda, Kigali, Rwanda aammus9715@gmail.com, clakshmipathy_ml@rediffmail.com, dkumarangs@yahoo.com Keywords: Coconut shell concrete, bamboo reinforcement, epoxy adhesive, compression member, axial load.
Additional Readings Ajinkya Kaware ‘Analysis of bamboo reinforce Concrete column’, International Journal of Innovative Research in Science, Engineering and Technology.
ISSN: 2319-8753, (2010) Albermani.F, Goh.G.Y, Chan.S.L, Lightweight bamboo double grid system, Engineering structures 29 (2007) pp1499-1506.
International Journal of Architecture, Engineering and Construction.
[7] Adom-Asamoah, A comparative study of Bamboo reinforced concrete beams using different stirrup materials for rural construction, International journal of Civil and Structural Engineering.

Accuracy Enhancement of Videogrammetrey for Structural Dynamic Displacement Measurement with Adaptive Filtering Liangzhong Qin1,a, Huafei Zhou2,b, Ziling Xie2,c and Chengyuan Lu1,d 1College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, China 2College of Architecture and Civil Engineering, Wenzhou University, Chashan University Town, Wenzhou 325035, China amailqlz@163.com, bmailtofei@wzu.edu.cn, cxiezl@wzu.edu.cn, dzgdlucy@sina.com Keywords: Videogrammetry, Structural Dynamic Displacement, Environmental Effect, Adaptive Filter, Data Fusion.
In the civil engineering area, many videogrammetry applications for dynamic displacement measurement of large-scale structures have been reported.
As it is seen, though many videogrammetry applications have been reported in the civil engineering area, most of the existing work were either laboratory tests or short term field tests.
Nevertheless, Civil engineering structures are subjected to varying environment such as rain, wind, fog and so on.
Taylor: Engineering Structures, Vol. 15(3) (1993), p. 197 [8] P.

IOANI2,b 1,2Technical University of Cluj-Napoca, Faculty of Civil Engineering, 15 C.
References [1] ASCE/SEI 7-05, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers, Reston, Virginia, 2005
Ioani, Influence of the actual seismic code provisions P100-1/2013 on the progressive collapse behavior of an old 13-story RC frame building, Ovidius University Annals Series: Civil Engineering. 16 (2014) 21-28
[11] P13-70, Normative for designing of civil and industrial buildings from seismic areas, Polytechnic Institute of Cluj, Cluj-Napoca, 1971 (in Romanian)
Moldovan, Studies regarding the effect of the seismic design code evolution on the vulnerability to progressive collapse of reinforced concrete framed structures, PhD thesis, Technical University of Cluj-Napoca, Faculty of Civil Engineering, Cluj-Napoca, 2015 (in Romanian)