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Durability Studies on High Strength Recycled Aggregate Concrete K.Jagannadha Rao1, a* and M.V.S.S.Sastri 2,b 1Department of Civil Engg., Chaitanya Bharathi Institute of Technology (A), Hyderabad-500075, Telangana, India. 2 Department of Civil Engg, Vasavi College of Engineering (A), Hyderabad-500031,Telangana, India.
[6] M.V.S.S.Sastri, K.Jagannadha Rao, B.L.P.Swami, & Bhikshma, V., Strength Characteristics of Triple Blended Recycled Aggregate Concrete Mixes," in 3rd International Conference on Recent Trends in Engineering & Technology (ICRTET’2014), Chandwad, Nashik,India, 2014, pp. 557-563
Ahmed Khan, Suitability of Glass Fibers in High Strength Recycled Aggregate Concrete-an Experimental Investigation, Asian Journal of Civil Engineering (Building and Housing) 10, no. 6 (2009), pp. 681-89
Sridhar, Behaviour of High Strength Concrete with Recycled Aggregate and Fly Ash., In Research, Development, and Practice in Structural Engineering and Construction, Perth: Research Publishing, 2012.

Effective method of repairing RC beam using externally bonded steel plate Md Ashraful Alam1, a, Ali Sami Abdul jabbar1,a , Mohd Zamin Jumaat2,c and Kamal Nasharuddin Mustapha 1,d 1 Department of Civil Engineering, Universiti Tenaga Nasional, Malaysia 2 Department of Civil Engineering, University of Malaya, Malaysia aashraful@unetin.edu.my, balsami67@gmail.com,czamin@um.edu.my, dkamal@uniten.edu.my Keywords: steel plate, repair for shear, debonding, damaged beam, connectors.
Thanks are also due to research management centre and Depratment of Civil Engineering, Universiti Tenaga Nasional for technical support.
Kara, “Improving shear capacity of existing RC beams using external bonding of steel plates”, Engineering Structures, Vol. 27, 781–791, 2005

Modeling and Verification of Relaxation Behavior for Magnetorheological Elastomers with Applied Magnetic Field YU Guo Jun 1, a, LIN Xiao Guo 2, b* and GUO Fei 3, c 1 Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang 212013, P.
China 2 School of Civil and Transportation Engineering, Ningbo University of Technology, Ningbo 315211, P.
China 3 Department of Engineering Mechanics, Hohai University, Nanjing 210098, P.
As a result, MREs and MRE-embedded devices have great potential for application to semiactive and adaptive vibration control in mechanical and civil engineering.

Evaluation Method of Urban Comprehensive Disaster-carrying Capability Based on Fractal Theory Wei Wang1, a, Tie Tian1,b, Zhitao Wang2,c, Xiaodong Guo2,d and Donghui Ma2,e 1College of Civil Engineering, Beijing University of Technology, Beijing 100124, China 2 College of Architecture & Urban Planning, Beijing University of Technology, Beijing 100124, China ahautww@126.com, b tianj@bjut.edu.cn, c wzt@bjut.edu.cn, dgxd@bjut.edu.cn, eieemdh@163.com Keywords: fractal theory; fractal dimension; disaster-carrying capability; urban natural disaster; evaluation method Abstract.
Table 1 Indicators of urban disaster-carrying capability evaluation The total target level Sub-goal level Functional level Index level Disaster-carrying capability Disaster prevention ability Social factors Employment Education Medical treatment Social security Economic factors Disaster prevention investment Monitoring and forecasting facilities Environmental factors Environmental protection efforts Resilience capability Social factors Population density Population situation Economic factors Wealth density of fixed foundation Engineering anti-seismic capability Resilience of building structures Resilience of lifeline subsystems Lifeline system correlation Disaster response capacity Social factors Ability of medical assistance Government emergency response ability Economic factors Lifeline restore ability Internal and external communications developed degrees Drainage conditions Secondary disasters Environmental factors Temporary relief distribution center Disaster recovery capability
Nanjing College of Civil Engineering of Nanjing University of Technology, 2003.
School of Civil and Hydraulic Engineering, Dalian University of Technology.2008.

The effect of concrete containing recycled concrete aggregate and crushed clay bricks on slab under dynamic loading Mohammad Ali Yazdi1*, Saied Motaghi2, Jian Yang134 1School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, PR China 2Department of Civil Engineering, Fasa University, Iran 3School of Civil Engineering, University of Birmingham, Edgbaston B15 2TT, UK (on leave) 4State Key Laboratory of Ocean Engineering, Shanghai Jiao Tong University, Shanghai 200240, PR China * Email Address: m.a.yazdi.2321@gmail.com Key words: Numerical simulation, blast loading, crush clay bricks, recycled concrete aggregate Abstract This paper investigates a set of nonlinear numerical studies slab subjected to blast loading.

Mechanical Behavior of concrete-filled square steel tube stiffened with PBL shear connector: submitted to Journal of Architecture and Civil Engineering(2012)(in Chinese)
Experimental study on ductility for stiffened concrete-filled thin-walled steel tubular columns with square sections, The Fifteenth National Conference on Structural Engineering (Volume II)(2006) (in Chinese)
Study on behavior of concrete filled souare steel tubes under axial load submitted to China Civil Engineering Journal (2006) (in Chinese)
Concrete-filled-steel-tube Columns with rectangular section submitted to China Civil Engineering Journal (2001) (in Chinese).

Mohd Fozi Ali1, a, Nor Faiza Abd Rahman1,b , Khairi Khalid1,c and Nguyen Duy Liem2,d 1 Faculty of Civil Engineering Universiti Teknologi MARA,Malaysia 2 Department of Applied Geomatics Nong Lam University- Ho Chi Minh City Vietnam a mohdfozi@salam.uitm.edu.my, b norfaiza128@gmail.com, c khairikh@pahang.uitm.edu.my, dnguyenduyliem@hcmuaf.edu.vn Keywords: ArcSWAT;Langat River; Stream flow and Hydrologic Modeling.
Modeling approaches are well known in helping relevant authorities, researchers, engineers and policy makers in Malaysia to predict the future impacts of the urban development to the river water quality in the specific basin.
Abd Rahman, “Water quality measures using QUAL2E; A study on RoL project at Upper Klang River”, International Civil and Infrastructure Engineering Conference 2014, Kuching 22-24 Sept, 2013
Khalid, “An Assessment of Water Demand in Malaysia Using Water Evaluation and Planning (WEAP) System”, International Civil and Infrastructure Engineering Conference 2014, Kuching 22-24 Sept, 2013

Accounting for effects of decreasing bond between concrete and rebars on seismic resistance of reinforced concrete structural elements (2005) Journal of Civil Engineering and Management, XI (3), pp.163-168
Fracture simulation of reinforced concrete structure with account of bond degradation and concrete cracking under steel corrosion (2012) Advances in Civil Engineering and Building Materials: 2nd International Conference on Civil Engineering and Building Materials, CEBM 2012 Hong Kong, November 17-18 2012, pp. 233-237
Modeling of fracture process in concrete reinforced structures under steel corrosion (2010) Journal of Achievements in Materials and Manufacturing Engineering, 39, pp. 168-175

Influence of the Parameters of Formulation on the Fresh Properties of Cementing Materials with Admixtures Abdelaziz Boudchicha1,a , Mustapha Cheikh Zouaoui1,b, and J-L Gallias2,c 1 Department of Civil Engineering, University of Larbi Ben Mehidi, 04000 Oum Bouaki, Algeria 2 Laboratories of Mechanical and Civil Engineering Materials (EA 4114), University of Cergy-Pontoise, 95031 Cedex, France.
Mezghiche, Analysis of the effects of mineral admixtures on the strength of mortars, Journal of Civil Engineering and Management. 2007, Vol. 13, N° 2:87-96 (ISSN 1392-3730)
H., Concrete admixtures, Van Nostrand Reinhold, Structural Engineering Series, 1990, Ed., New York

The Database of Facilities Asset Management Application in the Disaster Reduction – Case Study of Ching Yun Building in Ching Yun University Ruei-Hung Shiu1, a, Po-Hsun Sung2,b, Jyh-Dong Lin2,c, Hao-Hsien Chen3,d and Li-Rung Jeng1,a 1No.229, Jianxing Road, Zhongli City, Taoyuan County, Taiwan, R.O.C. 2No.300, Zhongda Road, Zhongli City, Taoyuan County, Taiwan R.O.C. 3Department of Civil Engineering, National Ilan University, Taiwan, R.O.C.
Literature References Asset Management Asset management is a work flow and decision-making framework and period its life cycle time include economic and engineering side taking into consideration all of the assets.[1] Asset management, including the economic assessment of trade and investment selection, analyzes and uses the information to provide to make cost-effective decisions.
Ang, "Life-cycle considerations in risk-informed decisions for design of civil infrastructures," Structure and Infrastructure Engineering, vol. 7, pp. 3-9
Sung, "Study of Utilizing the Asset Management System into Asphalt Pavement Maintenance of Freeway–Case of Freeway No. 3," in Civil Engineering. vol.