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Mashiri1, a, Anna Paradowska2,b, *, Brian Uy3, Zhong Tao4, Mahbub Khan3 and Pranesh Dayal2 1School of Computing, Engineering and Mathematics, University of Western Sydney, NSW 2751, Australia 2Australian Nuclear Science and Technology Organisation (ANSTO), NSW 2234, Australia 3The School of Civil and Environmental Engineering, The University of New South Wales Sydney, NSW 2052, Australia 4Institute of Infrastructure Engineering, University of Western Sydney, NSW 2751, Australia af.mashiri@uws.edu.au, b*anna.paradowska@ansto.gov.au Keywords: high strength steel, neutron diffraction, residual strain/stress Abstract Engineers are increasingly encouraged to consider sustainability in the design and construction of new civil engineering infrastructure.
Sustainability in civil engineering construction can be achieved by using high strength steels as well as high strength concrete.
Strength of short concrete filled steel box columns incorporating local buckling, Journal of Structural Engineering, ASCE, 126 (3), (2000) 341-352
Local and post-local buckling of fabricated thin-walled steel and steel-concrete composite sections, Journal of Structural Engineering, ASCE, 127 (6), (2001) 666-677
[5] Kirstein O. (2008), Kowari-OPAL’s residual stress diffractometer and its application to material science and engineering, Advanced Materials Research 41-42 (2008) 439-444 [6] James J.

Effect of used binders in lightweight plaster mixtures on their thermal insulation properties Jitka Hroudová1, a, Jiří Zach1,b, Martin Sedlmajer1,c and Ester Helanová1,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic ahroudova.j@fce.vutbr.cz, bzach.j@fce.vutbr.cz, csedlmajer.m@fce.vutbr.cz, dhelanova.e@fce.vutbr.cz Keywords: Binders, thermal insulation plasters, thermal conductivity, sorption properties, lightweight aggregates, capillary absorption coefficient.
The aim of the research intent, which is going at Faculty of Civil Engineering in Brno, is the development of high-quality, thermal insulating plasters using both conventional binders, and alternative binders, whose acquisition-production is in comparison with the technology production of cement less energy intensive.
Within ongoing development of lightweight, thermal insulation plasters at Brno University of Technology, Faculty of Civil Engineering is an effort to develop new, environmentally friendly materials, using both conventional raw resources and alternative components, which are friendly to the environment, or waste materials.
Pundir: Development of fly ash based composite binder and its application in construction materials, European Journal of Environmental and Civil Engineering, Vol. 19 (2015), p. 1253–1267

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.

., 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

Research on the Thermal Property of Lightweight-Aggregate-Concrete Hollow-block Wall Dan li a, J L TAO b and Jiang Yu c School of Civil Engineering and Architecture, Southwest University of Science and Technology, Mianyang, Sichuan 621010, China a112282518@qq.com, bjunlintao@126.com, cyiyu368@126.com Key words: Numerical calculation; Thermal Property; hollow-block walls Abstract : The Theoretical calculation and the finite element method (FEM) are used for studying the thermal property of hollow-block and hollow-masonry.
The method of appendix in the standard for Thermal Design of Civil Buildings is adopted to calculate the thermal resistance and the average thermal conductivity of hollow-block and hollow-masonry.
C (GB50176-93 standard for Thermal Design of Civil Buildings).
Belegundu, Introduction to Finite Element in Engineering, Englewood Cliffs, Prentice-Hall, New Jersey, 1991
Belegundu, Introduction to Finite Element in Engineering, Englewood Cliffs, Prentice-Hall, New Jersey, 1991

The work of the conference is aimed at providing an opportunity for scientists, graduate students and representatives of the construction industry to generalize the recent achievements results in the field of industrial and civil construction (design, organization of all types of work, construction materials, etc.), discussing promising directions for the construction industry development and establishing useful partner relationships for future interaction.
The conference is held on numerous topics: • Structural mechanics and construction theory, civil and industrial engineering
Editors: Batyr Yazyev ps62@yandex.ru Stepan Litvinov litvstep@gmail.com Anastasia Lapina nastya-L1@yandex.ru Anastasia Kotesova a.kotesova@mail.ru Oksana Akay oksanaakay@gmail.com Committees Conference Chairman Pavel Akimov Russian Academy of Architecture and Building Sciences Deputy Chairman of the Organizing Committee Batyr Yazyev Don State Technical University Organizing Committee Co-Chairs Besarion Meskhi Don State Technical University Nikolay Karpenko Department of Building Sciences Yuri Konoplev Academy of Sciences of the Republic of Tatarstan Yuri Altudov Kabardino-Balkarian Federal University Svetlana Khashirova Kabardino-Balkarian Federal University Zaven Ter-Martirosyan Moscow State University of Civil Engineering Boris Sokolov Kazan Giproniiaviaprom JSC Iftikhar Abbasov Southern Federal University Valery Azarov Volgograd State Technical University Sergey Fedosov Moscow State University of Civil Engineering Vladimir Erofeev Ogarev Mordovia
State University Levon Mayilyan Self-regulatory organization Association “Association of builders of the South and North Caucasus districts” Vitaliy Kolchunov Russian Academy of Architecture and Building Sciences Vladimir Travush Russian Academy of Architecture and Building Sciences Nail Kashapov Kazan Federal University Irina Akhmetova Kazan State Energy University Vladimir Andreev Moscow State University of Civil Engineering Aleksey Beskopylny Don State Technical University Sergey Kalashnikov Volgograd State Technical University Ashot Tamrazyan Moscow State University of Civil Engineering Armen Ter-Martirosyan Moscow State University of Civil Engineering Stepan Litvinov Don State Technical University Linar Sabitov Kazan Federal University Honorary Members of the Organizing Committe Alexey Adamtsevich Moscow State University of Civil Engineering Friel Akhmetov Kazan Federal University Mukhtar Bekkiev Mountain Geophysical Institute Iskander Gilmanshin Kazan Federal University
Georgy Nikitin Kazan Giproniiaviaprom JSC Oleg Radaykin Kazan State University of Architecture and Engineering Stanislav Roshchupkin Sevastopol State University Emer Sibgatullin Kazan Federal University Victor Taratuta Kuban State Agrarian University Svetlana Yazyeva Don State Technical University International Program Committee Gagik Galstyan National University of Architecture and Construction of Armenia (Yerevan) Shan Yue Shandong Jiaotong University Narine Pirumyan National University of Architecture and Construction of Armenia (Yerevan) Lyu Chunguan Shandong Jiaotong University Amansahatov Chariyar Deputy Director of the Academy of Sciences of Turkmenistan Erkin Nafasov Chief expert of Gosstroy of Turkmenistan Abbas Hodzhaev Tashkent architecture and civil engineering institute (TACII) Ján Bujňák Head of Department of Structures and Bridges, FCE UŽ, SK Josef Vičan Dean of FCE UŽ, SK Zaynalobuddin Kobuliev Institute of Water Resources and Ecology of the Academy of Sciences

Influence of Tie Beams of Pier on the Seismic Performance of a Continuous Rigid Frame Bridge with Twin-legged Piers Yunjing Nie 1, a, Xu Yan1, b and *Tieying Li 1,c 1School of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024,China anieyunjing@163.com, byanxutut@sina.com, clty680412@163.com Keywords: Continuous rigid frame bridge, Tie beam of pier, Seismic performance.
Modal analyses and the linear seismic response analyses are performed on a practical continuous rigid frame bridge with twin-legged piers with no tie beam, one tie beam and three tie beams of pier, using software Midas/civil.
Fig.1 Elevation of the continuous rigid frame bridge Analytical model The three three-dimensional finite element models of the bridge are developed using Midas/Civil finite element software, shown in Fig. 2.
The linear response history analyses under earthquake action E1 are performed on the three analytical models shown in Fig.2, using software Midas/civil.
Shi: Earthquake Engineering and Engineering Vibration.

Research of Building Pavement Maintenance Management System of Downtown Area - Zhongli City, Taoyuan County for example Jyh-Dong Lin1, a, Ching-Tsung Hung2,b, Chih-Hung Peng3,c, Jung-Hsuan Tsao4,d , Min-Che Ho5,e and Chien-Jung Shen6,f 1Department of Civil Engineering, National Central University, Zhongli, Taiwan 320 2Department of Transportation Technology and Management, Kainan University, Luzhu, Taiwan 338 3Department of Civil Engineering, National Central University, Zhongli, Taiwan 320 4Department of Civil Engineering, National Central University, Zhongli, Taiwan 320 5Department of Civil Engineering, National Central University, Zhongli, Taiwan 320 6Department of Civil Engineering, National Central University, Zhongli, Taiwan 320 ajyhdongl@cc.ncu.edu.tw, bct_hung2001@yahoo.com.tw ck1217kg@yahoo.com.tw, ddavis77566@hotmail.com eb1231520002000@hotmail.com, fericshum412@hotmail.com Keywords: Pavement Management System, International Roughness Index, Urban Road,
Currently urban road works has changed from new constructions to conservations, but unlike municipalities with rich resources, most road maintenance works of most townships are done by a few engineers, manually and complicated, affecting the quality and progress of road maintenance works.
To this end, this study uses pavement maintenance management system, replacing parts of the manual tasks, and a standard with objective data to decide the appropriate range and conservation engineering methods, in order of increasing the efficiency.
Pavement engineering has gradually shifted from new construction to maintenance management nowadays, and accepting of new construction become road survey, to have the instant detail of the road status, how to maintain the road in good status and improve the service with better quality of road engineering are both important issues facing today.
Historic information is records of road maintenance works in the past with engineering details, which also can see the results of contractors in the past, when replacing workers, complete information also facilitate the works, and with the records of past budgets, it can be used as a statistical analysis.

Table1 Practice Teaching Curriculums in Civil Engineering Specialty time contents Class period location remarks entrance education Specialty education 8 classes on campus school teachers Engineering education 4 classes Engineering field Technology and management engineers of field The first school year Engineering education 16 classes on campus school teachers experiments 40 classes on campus school teachers Engineering practice 3weeks Engineering field Technology and management engineers of field The second school year Engineering education 16 classes on campus school teachers experiments 22 classes on campus school teachers curriculum design 2 weeks on campus Technology and management engineers of field, school teachers The third school year Engineering education 8 classes on campus school teachers curriculum design 7.5 weeks on campus Technology and management engineers of field, school teachers experiments 6 classes on campus school teachers specialty engineering practice 10
weeks Engineering field Technology and management engineers of field The forth school year Engineering education 8 classes on campus school teachers specialty engineering practice 12weeks Engineering field Technology and management engineers of field curriculum design 7 weeks on campus Technology and management engineers of field, school teachers Graduation practice 2 weeks on campus Technology and management engineers of field, school teachers Graduation design 14 weeks on campus , Engineering field Technology and management engineers of field, school teachers According to highlight application principles, the combination of curriculum structure and corresponding teaching contents should be updated during the design process in the undergraduate curriculum.
Compound Talent Training Mode for Civil Engineering Specialty[J].
Journal of Hunan Institute of Engineering Sept．2012
Practice of engineering-learning alternating cooperation training modein civil engineering education[J].

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.