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Jayaprakash1,b, Choong Kok Keong1,c, Lee Kit Hock1,d School of Civil Engineering, Universiti Sains Malaysia, Malaysia asharifahmz@gmail.com, bjaypee@eng.usm.my, ccekkc@eng.usm.my, dkh_lee_88@hotmail.com Keywords: Repair, Elevated temperature, FRP, Plain concrete Abstract.
Ingham: Forensic engineering of fire-damaged structures Proceedings of the ICE - Civil Engineering Vol. 162 (2009), pp. 12-17 [7] G.F.

Numerical simulation of tank discharge using smoothed particle hydrodynamics Maziar Gholami Korzani1, a, Sergio Galindo Torres1,b , David Williams1,c and Alexander Scheuermann1,d 1School of Civil Engineering, University of Queensland, Australia am.gholamikorzani@uq.edu.au, bs.galindotorres@uq.edu.au, cd.williams@uq.edu.au, da.scheuermann@uq.edu.au Keywords: Smoothed particle hydrodynamics (SPH), Computational fluid dynamics, Tank discharging, Falling head.
Nowadays, it is being used in a vast range of research domains including fluid and solid mechanics, hydrodynamics and also geotechnical engineering.
The simulations were carried out using the Macondo Cluster from the School of Civil Engineering at the University of Queensland.

Strength of AAAS Composites with Ceramic Precursor over Time Petr FRANTÍK1,a, Pavla ROVNANÍKOVÁ1,b and Zbyněk KERŠNER1,c* 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic akitnarf@centrum.cz, brovnanikova.p@fce.vutbr.cz, ckersner.z@fce.vutbr.cz Keywords: Alkali-activated aluminosilicate, ceramic precursor, flexure strength, compressive strength, time approximation.
Conf. on Dynamics of Civil Engineering and Transport Structures and Wind Engineering. 

Research on Asphalt Mixture Injury Digital Image Based on Enhancement and Segmentation Processing Technology Shuwen Zhang1,a*, Xiaoning Zhang1,b, Zhiyong Wu1,c and Liwan Shi1,d 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510006, China azhangshuwen1988@163.com,bprozxn@163.com,cwuzhiyong1688@163.com, dslwan1223@163.com, Keywords: Digital Image, Image Enhancement, Image Segmentation, Histogram, Asphalt Mixture Abstract.
Canadian Journal of civil Engineering, 1996, 23: 479~489
Shape recognition method using Morphological hit-or-miss, transform[J].Optical Engineering,1995,34(6):1718-1725

Geometry Control of The Steel Box Girder of Jiashao Bridge at The Fabrication Stage Shao-min JIA1,a, Lei ZHAO1,b and Xiang GU1,c 1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, Sichuan, China aemail: jiashaomin1@163.com, bemail: zlswjtuzl@163.com, cemail: guxiang_x@163.com Keywords: Geometry Control Method; Fabrication Profile; Geometry Control Elements; Error Control; Jiashao Bridge.
Engineering Background The main channel girder of Jiashao bridge is the world's first six-towers, double decks, space four cable plane cable-stayed bridge, its span arrangement 70 +200 +5 × 428 +200 +70 = 2680m, the bridge arrangement is shown in Figure 1.
Chengdou, Southwest Jiaotong University Press, 2009 (In Chinese) [3] Qiao LI, Yi-zhi BU, Qing-hua ZHANG: China Civil Engineering Journal, 2009, 42(7): 69-77 (In Chinese) [4] Xing-wang YANG.

Performance Analysis of Medium Accuracy FOG-Based IMU Integrated with Optical Odometer for Land Vehicle Navigation Muhammad Ilyas1, a, Ren Zhang2, b, Qiu Shi Qian3, c, YunchunYang4, d 1, 2School of Automation Science and Electrical Engineering, Beihang University, Beijing 100191, China 3, 4 NavTechnology Co., Ltd, Beijing, China a milyas_qau@hotmail.com, brenzhang@buaa.edu.cn, cqiusq@nav.cn, dnavtek@nav.cn Keywords: FOG IMU, Odometer, Integration, Adaptive Kalman filter, Land Vehicle Navigation Abstract.
Introduction In recent years, the land vehicle navigation systems have been widely installed in many civil and military vehicles.
With recent automobile technology development, vehicle safety and control have been given more attention both in civil and military applications.
Shin, “Estimation Techniques for Low-Cost Inertial Navigation,” Department of Geomatics Engineering, University of Calgary, 2005
Petovello, “Real-Time Integration of a Tactical-Grade IMU and GPS for High-Accuracy Positioning and Navigation,” Department of Geomatics Engineering, University of Calgary,, 2003

Analytical Behavior of Square Reinforced Concrete Stub Columns under Overall Fire and Axial Compression Yongqian Zheng 1,2,a, Jinping Zhuang 1,2,b 1Department of Civil Engineering, Fujian University of Technology, No.3 Xue Yuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
China, 350108 2College of Civil Engineering, Fuzhou University, No.2 Xue Yuan Road, University Town, Shangjie Minhou, Fuzhou, Fujian, P.R.
RC columns have been widely used in structural engineering, which is very important to know their behavior in overall fire.

Comparison of Seismic Performance between Single and Double Unit Tunnel Form Building Under In-plane Lateral Cyclic Loading Shamilah Anudai@Anuar1a & Nor Hayati Abdul Hamid2b Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia.
Nevertheless, the authors also would like to express their gratitude to the technicians in Heavy Structures Laboratory, Faculty of Civil Engineering, UiTM in helping to conduct this research work successfully.
Engineering Structures 26(2004), 2081-2099 [3] British Standard, BS8110-1, 1997, Structural use of concrete-Part 1: Code of practice for design and construction, BS8110-1:1997.(1997), London, UK, 172 [4] Kalkan, E., and Bahadir Yuksel, S., Pros and Cons of Multistory RC Tunnel-Form (Box-Type) Buildings, The Structural Design of Tall and Special Buildings, 2007 [5] Tae-Won Park, Lan Chung and Jinkoo Kim, Seismic Performance Evaluation of Tall and Non-Seismic Designed Wall-Type Structures by Shaking Table Tests, the structural design of tall and special buildings, 20, 314-326 (2011)

Magazine of Civil Engineering.
Musorina: Aspects of cost engineering, its role and influence on implementation of investment project.
Magazine of Civil Engineering. 1 (2008), pp. 3-4.

Penetration Testing of Liquefaction Potential of Ashes due to Seismic Load SLAVIK Ivan1, a * 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Geotechnics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia aivan.slavik@stuba.sk Keywords: impoundment, ashes, seismic load, liquefaction, CPT test, factor of safety to liquefaction Abstract.
The method of investigating liquefaction caused by seismic activity was developed based on numerous penetration tests of sandy or silty–sandy soils and was elaborated in detail at the Workshop on Evaluation of Liquefaction Resistance of Soil, NCEER (National Center for Earthquake Engineering Research), Salk Lake City, USA, 1996.
In accordance with their conclusions, the US-based Civil Tech Corporation has elaborated a program for investigation of proneness of soil environment (loaded with seismic activity) to liquefaction using evaluation of field penetration test results.
XIV International Conference on Soil Mechanics and Foundation Engineering, 1997, Hamburg, Germany, pp. 603-606.