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Bond Between Concrete and Multi-Directional CFRP Laminates SENA-CRUZ José1,a, BARROS Joaquim 1,b and COELHO Mário1,c 1 ISISE, Department of Civil Engineering, University of Minho, Guimarães, Portugal a jsena@civil.uminho.pt, bbarros@civil.uminho.pt, cmcoelho@civil.uminho.pt Abstract Recently, laminates of multi-directional carbon fiber reinforced polymers (MDL-CFRP) have been developed for Civil Engineering applications.

Witsmiszyn2,d 1Catholic of Santa Catarina, Department of Civil Engineering, Joinville, Santa Catarina, Brazil 2State University of Santa Catarina, Centre of Sciences and Technology, Joinville, Santa Catarina, Brazil acaicivil@hotmail.com, bluiz.valentina@udesc.br, cfernandocuzinsky@gmail.com, dlelewits@hotmail.com Keywords: foundry sand waste; spent foundry sand; exhausted dust; concrete paving blocks Abstract.
The civil construction industry can put to good use the waste generated not only from foundry, but also from other industrial sectors.
Among the alternatives for the reuse of foundry waste in civil construction are: landings, terracing layers, asphalt, concrete, mortar, agriculture soil and others [8,9].
John: Reciclagem de resíduos na construção civil - contribuição à metodologia de pesquisa e desenvolvimento Doutorado (Tese).
Universidade de São Paulo (USP/POLI/CIVIL).

Introduction Most universal designs for the civil engineering industry intend to set developed classification modules in its platform, which can be applied to a variety of structural designs so as to develop its basis stone for a certain steel structure; professional steel structure design software features targeted to provide guidance for factory processing [1] in terms of both convenient features and some representative software techniques [2].
The final stage of a collaborative asynchronous design in steel structural engineering has succeeded in developing a parallel comprehensive software process.
(2) Structural analysis capabilities: The input response spectrum curve can calculate a nonlinear analysis of engineering structures
Steel-structured Engineering Software Framework Based on Cloudy theory Virtual platform.
Application of Automatic Assembly Technology Based on B Rep on Inventor [J] . 2011 International Conference on Civil Engineering and Transportation, 2011.

Journal of materials in civil engineering，2008(10):640~649
Journal of materials in civil engineering，2007(10):848~854
Journal of materials in civil engineering，2010(9):853~857
Journal of materials in civil engineering，2009(10):529~534
Journal of materials in civil engineering，2004(4):107~115

As partners involved colleagues from the Odessa State Academy of Civil Engineering and Architecture (Ukraine, Odessa).
Scientific and practical aspects of monitoring and management in the field of civil protection. 3.
Chemical technology and engineering, radiation and chemical protection. 5.
The wide use of unmanned aerial vehicles and video communication systems for the identification of emergencies are the mainstream topics in modern systems of civil protection.
The book will be interesting for many specialists whose activities are connected to engineering design in machinery and the creation and exploitation of systems for the identification of emergencies.

Studies on the Mechanical Performance of Long Span Continuous Rigid Frame Bridge under the Influences of Different Curvature Radius Jiangxiao Feng1, a, Jun Dong1, b* and Tian Liang1, c 1 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China a fengjiangxiao2008@163.com, b jdongcg@bucea.edu.cn, c 805976778@qq.com * corresponding author Keywords: curved continuous rigid frame bridge; mechanical performance; curvature radius Abstract: The effect of curvature radius on the mechanical properties of continuous rigid frame bridge with high pier and long span is studied in this paper.
Taking the Wayaobao Bridge as the research object, the models including both of the linear rigid frame bridge and the different radius of curvature rigid frame bridge are established by using the finite element software MIDAS/Civil, and the mechanical properties of the finished stage are analyzed, and the influence of the radius of curvature on the deformation and internal force of continuous rigid frame bridge are researched.
To study the effect of curvature radius on the mechanical properties of continuous rigid frame bridge with high pier and long span, taking the Wayaobao Bridge as the research object, using the finite element software MIDAS/Civil to set up the linear rigid frame bridge and the different radius of curvature rigid frame bridge, the mechanical properties of finished stage are analyzed, the influence of the radius of curvature on the deformation and internal force of continuous rigid frame bridge are researched.
Engineering Background The Wayaobao bridge, which is located on Chongqing-Changsha section of the Baomao Expressway, is a large-span curve prestressed concrete continuous rigid frame bridge with high pier, design of vehicle load: Grade 1 Highway, speed: 80km/h, radius of horizontal curve is 2 500m.
Analyzing different curvature radius’s influence on static mechanical performance of high pier and long span continuous rigid frame bridge,Journal of Railway Science and Engineering,2013,10 (1) : 6-10

The conference is the premiere forum for the presentation of new advances and research results in the fields of Mechanical Engineering, Kinematics Sciences in the area of Material Sciences, Architecture and Civil Engineering.
Hong Yuan Department of mechanics and civil engineering, Institute of Applied Mechanics, Jinan University, China.
Raja Rizwan Hussain Civil Engineering Department King Saud University, Dr.
Mohammed Raoof Civil and Building Engineering Department, Loughborough University, UK Prof.
Staff Scientist Keynote Speaker 1.Fan Sau Cheong Professor Division of Structures and Mechanics School of Civil and Environmental Engineering College of Engineering Short Biography:  Dr Fan Sau Cheong is Professor in Division of Structures and Mechanics, School of Civil and Environmental Engineering, College of Engineering, Nan yang Technology University (NTU).

., professor Svetlana Sheina1, a and PhD Liya Babenko 2,b 1,2 162, Socialisticheskaya Street, Rostov-on-Don, Russia, 344022 Rostov State University of Civil Engineering, argsu-gsh@mail.ru, bcelina84@rambler.ru Keywords: municipal solid waste management, GIS-technologies, sustainable development Abstract.
The methodology of integrated system with using GIS was developed by specialists of City Planning and Community Development Department of the Rostov State University of Civil Engineering.
Methodology The methodology involved four inter-related activities: firstly an overview of policy, legislation and procedure for carrying out management; secondly, an overview of current MSWM systems in Rostov-on-Don through interviews and consultation with local authorities and professors of Rostov State University of Civil Engineering; thirdly, development of primary decisions and solutions which were made on the basis of findings gained from interviews and analysis of findings and final decisions, which were developed after reviewing primary decisions by representatives of local authorities and others who participated in the research process; lastly development of final methodology of municipal solid waste management system using the GIS-technologies.
The methodology of this system was developed by specialists of Urban Planning and Community Development Department of the Rostov State University of Civil Engineering.
Herald of the Rostov State University of Civil Engineering, Vol.14, pp.49-54

Analysis on stability of Dongchuan Landslide and the comprehensive management measure Jiangtao Xia 1, a, Chengzhong Yang 2,b and Shufang Wang3,c 1 Faculty of Architecture and Civil Engineering, Huaiyin Institute of Technology, Huai’an 223001, China 2School of civil engineering, East China Jiaotong University, Nanchang, 330013, China 3School of civil engineering e, East China Jiaotong University, Nanchang, 330013, China axjthygxy@sina.com, bycz0791@sina.com, cwsf0791@sina.com Keywords: Landslide; Stability analysis; Anchor pile; Monitoring; Management Abstract.
References [1]Chengzhong Yang,Wenjie Wan.Finite element on high embankment of widened road[J].Applied Mechanics and Materials Vols.63-64(2011)pp770-774 [2]Chengzhong YANG, Xinrong LIU ,Shufang WANG .Nonlinear Finite Element Analysis of High Rockfill Embankment on Steep Slope under Dead Loads[C].The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, 2009,906-911 [3]Chengzhong YANG, Xinrong LIU,Shufang WANG .Seismic Response Analysis of High Embankment [C].
The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, 2009,942-947 [4]Cheng-Zhong YANG.
The 4th International Symposium on Lifetime Engineering of Civil Infrastructure, 2009,961-966 [5]YANG Chengzhong, TAO Xiaomin.HE Guoxian.
[8]Zou Xingpu.Calculation and Design of Ant-islide Pile with Anchoring Cable.Subgrade Engineering, 2000, 21(2):9~11.

The 462 papers are grouped as follows:
Chapter 1: Advanced Material Science and Technologies,
Chapter 2: Building Materials, Civil Engineering, Architecture and Construction Technologies,
Chapter 3: Biomedical Engineering,
Chapter 4: Energy and Power Systems, Electrical and Electronic Engineering,
Chapter 5: Designing of Machines, Manufacturing Technologies, Automation and Control in Mechanical Engineering,
Chapter 6: Measurements and Monitoring,
Chapter 7: Applied Mathematics, Processing of Data and Signal, Data Mining and Computational Procedures,
Chapter 8: Theory and Practice of Information Technologies and Communications.