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Determination of Damage Location in Reinforced Concrete Beams Using Mode Shape Curvature Square (MSCS) Method FADILLAWATY Saleh1,2* 1Department of Civil Engineering, Muhammadiyah University of Yogyakarta, Indonesia 2School of Architectural, Civil and Mechanical Engineering, Victoria University, Australia *dilla_vu@yahoo.com Keywords: reinforced concrete, damage detection, frequency response functions, vibration testing Abstract.
Introduction Dynamic system identification of RC beams i.e. natural frequencies, damping ratios and mode shapes are of high importance due to their special roles in most civil engineering structures.
Rytter, Vibration based inspection of civil engineering structures, Ph.
Dissertation, Department of Building Technology and Structural Engineering, Aalborg University, Denmark, 1993
Dissertation, Faculty of Engineering and Information Technology University of Technology, Sydney, Australia (2010).

Static Properties of Plain Reactive Powder Concrete Beams Ri Gao1,a , Zhi-Min Liu1,a ,Li-Qian Zhang2,b , Piet Stroeven3,c 1 School of Civil Engineering & Architecture, Beijing Jiaotong University, 100044, China 2 Beijing Special Engineering Design & Research Institute, 100028, China 3 Faculty of Civil Engineering and Geoscience, Delft University of Technology, the Netherlands a rigao@center.njtu.edu.cn b ranran-21@sina.com cp.stroeven@citg.tudelft.nl Keywords: reactive powder concrete (RPC); crack load; flexural capacity; tensile strength Abstract.
The experiment model is designed by Bridge and Structural Engineering Division of Beijing Jiaotong University, the projected dimension of the model is shown in Fig.1.
[4] N.Roux, C.Andrade and M.Sanjuan: Journal of Materials in Civil Engineering, Vol.8, No.1 (1996), pp. 1-6
[6] R.Adeline, M.Lachemi and P.Blais: Design and Behaviour of the Sherbrooke Footbridge, Int'l Symposium on High-Performance and Reactive Powder Concretes, Quebec, August, 1998, [7] M.D.William, E.D.Christophe and R.Adeline: Reactive Powder Concrete for Bridge Construction, ASCE Materials Engineering Division: MatCong. 5 th Materials Engineering Congress Materials and Construction, Exploring the Connection, May 10-12, 1999, pp. 359-366
[9] G.Brouwer: Civil Engineering-ASCE, Vol.71, No.11, pp. 50-55

Performance Comparison between Polyurethane Foam and Cement Grouting Slab Replacement for Soft Ground Improvement at Shallow Depth Using Finite Element Model Diana Che Lat1,3,a*, Ismacahyadi Bagus Mohamed Jais2,b, Nazri Ali3,c, Bahardin Baharom1,d, Saleha Md Salleh1,e, Aslina Omar1,f 1Faculty of Civil Engineering, Universiti Teknologi MARA Johor Kampus Pasir Gudang, 81750, Masai Johor, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi MARA, 40450, Shah Alam Selangor, Malaysia 3Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310, Skudai Johor, Malaysia adianacl@johor.uitm.edu.my, bismac821@salam.uitm.edu.my, cnazriali@utm.my, dirbahardin@yahoo.co.uk, esaleha.mds@johor.uitm.edu.my, faslina2316@johor.uitm.edu.my Keywords: polyurethane, cement grout, soft ground, ground improvement, settlement, uplift Abstract.
The jet grouted piles increase the bearing capacity of the subbase, which allowed civil engineer to design embankment and meet safety requirements [6].
In 17th International Conference on Soil Mechanics & Geotechnical Engineering, 3319-3329
Investigation on the mechanism of field low pressure grouting and the engineering characteristics of grouted soils
The Engineer

In the civil and structural engineering field, there are many problems regarding the act of impact loading against some structures due to natural disaster.
Introduction In the civil and structural engineering field, there are many problems regarding the act of impact loading against some structures due to natural disaster.
References [1] JSCE, “Practical Methods for Impact Test and Analysis”, Structural Engineering Series 15, 2004.

Influence of Flexural Loading on Permeablility of Chloride Ion and Diffusion Coefficients in RC Beams Junzhi Zhanga, Lie Lub, Liangying Wangc and Jiandong Wangd College of Architecture and Civil Engineering, Zhejiang University of Technology, Hangzhou, 310014, P.R.
In this paper, the background engineering is located the strong tidal estuary of the Qiantang River, the simulated factors include actual temperature and humidity and loading.
Yuan: China Civil Engineering Journal, Vol.41(12),42-47(2008).
Wang, et al.: Experimental Research on Influence of Flexural Loading on Permeability of Chloride Ion in RC Beams under Man-Made Corrosion Environment. in : International Symposium on Innovation & Sustainability of Structures in Civil Engineering, edited by Jie Li and Bo Wu and Zhishen Wu et al., Guangzhou, China, 1140-1145(2009)
Wang: Engineering Journal of Wuhan University, Vol.40(3),57-60(2007), p.92 (in Chinese)

Sedimentation load analysis using ANN and GA Dillip Kumar Ghose1, a, Dr P C Swain2,b and Dr Sudhansu Sekhar Panda3,c 1Assistant Professor, Department of Civil Engineering, ITER, SOA University, Bhubaneswar 2Professor, Department of Civil Engineering, Veer Surendra Sai University of Technology, Burla 3Assistant Professor, Department of Mechanical Engineering, IIT, Patna adillipghose_2002@yahoo.co.in, b pcswain.vssut@hotmail.com, c sspanda@iitp.ac.in Keywords: temperature; water discharge; suspended sediment load; Artificial Neural Network; Genetic algorithm Abstract.
Applications of ANNs in the areas of water engineering, ecological sciences, and environmental sciences have been reported since the beginning of the 1990s.
Paudyal, “Real time river stage forecast for flood Blangladesh: neural network approach”, Journal of computing in civil engineering ASCE 14(1),1- 8, 1999
Ocean Engineering 31, 709-724, 2004
Grubert, “Acid deposition in the eastern United States and neural network predictions for the future”, Journal of Environmental Engineering and Science, 2 (2), 99-109, 2003

Bolts Gauge Effect on the Face Bending Behaviour of Concrete-Filled Hollow Section for Hollo-Bolted Connections Ahmed Elamin1,a*, Walid Tizani2,b and Mohammed Mahmood2,3,c 1Department of Civil Engineering, The University of Nottingham, China Campus, China 2Department of Civil Engineering, The University of Nottingham, United Kingdom 3Department of Civil engineering, University of Diyala, Iraq aahmed.elamin@nottingham.edu.cn, bwalid.tizani@nottingham.ac.uk, cevxmsma@nottingham.ac.uk Keywords: Hollow Sections, Blind Bolts, Bolt Gauge, Face Bending.
Engineering Structures (2006), 28, 97-108
Engineering Structures (2010), 32, 3048-3067
Engineering Structures (2012), 41, 510-532
Engineering Structures (2013), 49, 905-919

Monolayer Cable-stayed Steel Moment Resistant Frame and Its Lateral Force Resisting Performance Shengning Lan 1, a, Chunxiang Li 2,b* 1 Department of Civil Engineering，Shanghai University，Shanghai, China 200072. 2 Department of Civil Engineering，Shanghai University，Shanghai, China 200072.
Engineering Mechanics.
Engineering Structures.
Earthquake Engineering and Structural Dynamics.
Earthquake Engineering and Structural Dynamics.

In recent years, engineering has done some numerical simulations and model tests on space stress distribution of cable-pylon anchorage zone.
Practical Engineering General situation.
Li: Journal of Wuhan University of Technology (Transportation Science & Engineering), Vol.28(2004), p.759. ( In Chinese) [4] Y.Q.
Du and X.Xu:Journal of Civil Engineering, Vol.33(2000), p.15. ( In Chinese) [5] W.
Wang: Journal of Civil Engineering, Vol.37(2004), p.35. ( In Chinese) [7] H.W.

Properties of Cement Mortar Consisting Raw Rice Husk Muhammad Munsif Ahmad1,a, Fauziah Ahmad2,b, Mastura Azmi2,c, Mohd Zulham Affendi Mohd Zahid1,d 1 Department of Civil Engineering Technology, Faculty of Engineering Technology, Universiti Malaysia Perlis,02100 Padang Besar, Perlis, Malaysia 2 School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, 14300 Nibong Tebal, Pulau Pinang, Malaysia.
In civil engineering field, rice husk ash has been widely used as additive to cement mixture due to beneficial pozzolanic effect [1-4].
Rice husk is incorporate with cement mortar to produce porous material for geotechnical engineering application where excellent drainage ability and lightweight characteristic are necessity.
Procedia Engineering, 32 (2012) 1061-1067.