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However, the main purpose of monitoring civil structures is not to substitute visual inspection.
This permits a wide area of applications not only in civil engineering.
One of the main tasks of a monitoring system is to provide relevant data from the observed structure without the requirement to inspect it, thus data has to be transmitted (e.g. using the internet) to the user, which might be, for example, a civil engineer.
Therefore, the user of the network (in most cases a civil engineer) has a global view of the network and specifies which nodes form part of a cluster and which ones are simply needed to forward data.
Reinhardt: Monitoring techniques based on wireless AE sensors for large structures in civil engineering (Proc.

Otsenka prochnosti kladochnykh rastvorov pri obsledovanii kamennykh zdaniy [Estimation of masonry mortars strength during stone buildings investigation] (2011) Magazine of Civil Engineering, 7, pp. 3-10.
Kontrol vlazhnosti pri obsledovanii kamennykh konstruktsiy [Humidity control in the inspection of masonry structures] (2013) Magazine of Civil Engineering, 7 (42), pp. 32-39.
Prochnost kasatelnogo stsepleniya tsementnykh rastvorov v kamennoy kladke [Tangent cohesive strength of cement mortar in the masonry] (2012) Magazine of Civil Engineering, 3 (29), pp. 19-28.
Influence of structural parameters of the masonry on effective elastic properties and strength (2014) Magazine of Civil Engineering, 5 (49), pp. 95-106
Prochnost normalnogo stsepleniya tsementnykh rastvorov v kamennoy kladke [Normal cohesive strength of cement mortar in the masonry] (2012) Magazine of Civil Engineering, 7 (33), pp. 6-13.

Preface Following the great progress made in civil engineering and building materials, the 2013 3rd International Conference on Civil Engineering and Building Materials (CEBM 2013) aimed at providing a forum for presentation and discussion of state-of-the-art development in Structural Engineering, Road & Bridge Engineering, Geotechnical Engineering, Architecture & Urban Planning, Transportation Engineering, Hydraulic Engineering, Engineering Management, Computational Mechanics, Construction Technology, Building Materials, Environmental Engineering, Computer Simulation & CAD/CAE.
Emphasis was given to basic methodologies, scientific development and engineering applications.
This conference is co-sponsored by Asia Civil Engineering Association, the International Association for Scientific and High Technology and International Science and Engineering Research Center.
Jingying Zhao Sponsors and Committees General Chair David Packer, International Science and Engineering Research Center, Hong Kong Scientific Committee Chair Konstantinos GIANNAKOS, Fellow of ASCE, University of Thessaly, Greece International Committee & Scientific Committee Ali Rahman, Jundi-Shapur University Technology, Iran Anuchit Uchaipichat, Vongchavalitkul University, Thailand Ata El-kareim Shoeib Soliman, Faculty of Engineering El-Mataria, Egypt Badreddine Sbartai, Université de Skikda, Algeria DAVID S.
, China PATRICK TIONG LIQ YEE, Universiti Teknologi Malaysia, Malaysia TIANBO PENG, Tongji University, China Xujie LU, Jianghan University Publication Chairs Jingying Zhao, International Association for Scientific and High Technology Co-sponsored by Asia Civil Engineering Association International Association for Scientific and High Technology International Science and Engineering Research Center

Experimental Study on Compressive Strength of Recycled Aggregate Concrete WANG Wei 1, a, LING Hua 2, b， WANG Xiaoni3, c , XIA Tian 4, d, WANG Dazhi 5, e and JIANG Yibo 6, f 1 Department of Civil Engineering, Shaoxing College of Art and Science, Shaoxing, 312000, China 2 Department of Civil Engineering, Nanjing Hydraulic Research Institute, Nanjing 210024, China 3 Zijin College, Nanjing University of Science and Technology, Nanjing 210046, China 4 Jiangsu Maritime Institute, Nanjing 211170, China 5 Department of Civil Engineering, Shaoxing College of Art and Science, Shaoxing, 312000, China 6 Department of Civil Engineering, Shaoxing College of Art and Science, Shaoxing, 312000, China a wellsking.wang@gmail.com, b linghua@tom.com, c wangxiaoni@tom.com, d xiatian@tom.com, e wells.wk@gmail.com, f ybjiang@163.com Keywords: recycled aggregate concrete, stress, strain, strength, solidification age.
The result of this paper is helpful to theoretical analysis and practical engineering design of RAC structures.
In particular, the time-dependent and ARP-related compressive strength of RAC is especially significant in theoretical and numerical analysis as well as engineering practice.
Most of the work on RAC has focused on its durability and traditional compressive strength, and the corresponding results have been used to many designs of engineering structures [5-7].
Experimented ut f− relationships of RAC A mathematical expression for the time-dependent compressive strength of RAC is desirable for the structural analysis and design in many practical engineering applications.

Armored steel sheets have various uses in civil and military industry.
Introduction Armored steel sheets are used to make products used in both civil and military industry.
As shown in the introduction, the use of this type of sheet is varied, both in civil industry and in the military one.
Zichil, Assessing the cracking risk at tubular junctions of the technological routes used in nuclear power plants, Environmental Engineering and Management Journal. 11 (2012) 2293-2303
Schnakovszky, Studies on ductile - brittle transition for carbon dioxide pipelines, Environmental Engineering and Management Journal.

Fundamental Mechanical Performances of Rubber Concrete XU Jin-Hua1, 2, a, FENG Xia-Ting1, b, CHEN Si-Li2, c, Shi Chen-Yang2, d 1School of Resources & Civil Engineering, Northeastern University, Shenyang, Liaoning 110819, P.R.China 2School of Architecture & Civil Engineering, Shenyang University of Technology, Shenyang, 110870, P.R.China axjhnet@sina.com, bxtfeng@whrsm.ac.cn, cchen1458@sina.com, d306290663@qq.com Keywords: rubber concrete; slump; compressive strength; dynamic modulus of elasticity.
Many scholars expressed great interest in the use of rubber in civil engineering.
Journal of Materials in Civil Engineering, 10(2008), p. 640 [3] Topçu, Í.
JTG E30-2005 Test Methods of Cement and Concrete for Highway Engineering.
Journal of Materials in Civil Engineering, 2008, 11: 692-699

Audu1,a and U .Ukeme2,b, 1,2Department of Civil Engineering, Faculty of Engineering, University of Benin, Benin City, Nigeria ahenrypauduus@yahoo.com, bE-mail:uchennaukeme@yahoo.com Keywords: Water Service Infrastructure, Geo-spatial Information, Global Positioning System, Maintenance Management, Hydraulic Characteristics Abstract: This study examined the geo-spatial information needed for locating and maintaining water service pipelines.
From Fig. 2, the study has shown that a civil engineering infrastructure (building) (see also Fig. 5) was built on the 100mm Asbestos Cement pipeline.
Farrimond, “Geomatics world”, Contribution of the expert to the one-day event organized by the Institution of Civil Engineers, Geo-spatial Engineering Board United Kingdom, PV publications limited, UK, Issue No 5, Vol. 13 (2005) [4] T.
Cullen, “ Geomatics World” Contribution of the expert to the one-day event organized by the Institution of Civil Engineers, Geo-spatial Engineering Board United Kingdom, PV publications limited, UK, Issue No 5, Vol. 13 (2005), pp 21-23 [5] M.
Agunwamba, “Water Engineering System”.

The Application of fluidized carrier in Reconstruction Project of sewage plant Bing Wang, Guohui Feng, Yafeng Li Municipal & Environmental Engineering College, Shenyang Jianzhu University, Shenyang 110168, China.
There was no need of altering civil construction.
Civil Reform.
On the basis of no altering civil construction, the effluent quality after secondary treatment could reach design standard.
Minerals Engineering.

Design of Prestressed Concrete Continuous Rigid Frame Bridge with V-shape Piers Shunbo Zhaoa, Shiming Liub and Xiaoke Lic School of Civil Engineering and Communications, North China University of Water Conservancy and Hydroelectric Power, Zhengzhou, Henan Province 450011, P.
The design software MIDAS/Civil was applied to build the numerical model for analyzing the static properties of the bridge structure.
The numerical model of the bridge was built by the software MIDAS/Civil, as shown in Fig. 5, one part of supstructure including the abutments, the V-shape piers and the box-girder of this bridge was divided into 304 elements with 327 nodes, in which 252 elements for the box-girder [4].
The static properties of this bridge were calculated by the numerical model built using the software MIDAS/Civil.

Parallel integration using OpenMP and GPU to solve engineering problems Smirnov Vladimir1,a 1Postgraduate student, The Department of Structural mechanics, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe chaussee, Moscow, 129337, Russian Federation abelohvost@list.ru Keywords: OpenMP, GPGPU, CUDA, parallel integration, signal processing, vibration, cross-correlation, field measurements, acceleration.
The paper presents the results of a comparative analysis of parallel integration methods to solve engineering problems.
For engineering analysis purposes these records are to be integrated to get velocity and displacement.
Introduction Many engineering tasks involve field measurements that are often performed using accelerometers.
Industrial and civil engineering in modern world.