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The work of the conference is aimed at providing an opportunity for scientists, graduate students and representatives of the construction industry to generalise the recent achievements results in the field of industrial and civil construction (design, organisation of all types of work, construction materials, etc.), discussing promising directions for the construction industry development and establishing useful partner relationships for future interaction.
Engineering and hydro-meteorological surveys for construction • Economy in construction 230 participants from 29 regions of the Russian Federation and 29 participants from 8 countries of the near and far abroad (Abkhazia, Austria, Armenia, the Republic of Belarus, Vietnam, China, Poland, Ukraine) were registered for the conference in 2018.
Editors: Batyr Yazyev ps62@yandex.ru Stepan Litvinov litvstep@gmail.com Anton Chepurnenko anton_chepurnenk@mail.ru Akay Oksana oksanaakay@gmail.com Anastasia Lapina nastya-L1@yandex.ru Committees Conference Chairman Meskhi Besarion Chokhoevich Don State Technical University International Program Committee Chairman Shuisky Anatoly Ivanovich Don State Technical University Co-Chairmen Sukhinov Alexander Ivanovich Don State Technical University Bratan Sergey Michailovich Sevastopol State University Hashirova Svetlana Yurjevna Kabardino-Balkarian State University Members of the Program Committee Andreev Vladimir Igorevich Moscow State National Research University of Civil Engineering Mailyan Levon Rafaelovich Don State Technical University Fedosov Sergey Victorovich Ivanovo State Politechnical University Turusuv Robert Alexeevich N.N.
Semenov Institute of Chemical Physics, RAS Mondrus Vladimir Lvovich Moscow State National Research University of Civil Engineering Ter-Martirosyan Zaven Grigoryevich Moscow State National Research University of Civil Engineering Mkrtychev Oleg Vartanovich Moscow State National Research University of Civil Engineering Dolbyn Igor Victorovich Kabardino-Balkarian State University named after H.
Berbekov Kalashnikov Sergey Yurjevich Volgograd State Technical University Pshenichkina Valeria Alexandrovna Volgograd State Technical University Shan Yue Shandong Jiaotong University Lyu Chunguan Shandong Jiaotong University Amansahatov Chariyar Deputy Director of the Academy of Sciences of Turkmenistan Nafasov Erkin Nafasovich Chief expert of Gosstroy of Turkmenistan Hodzhaev Abbas Agzamovich 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 Kobuliev Zaynalobuddin Valievich Institute of Water Resources and Ecology of the Academy of Sciences of the Tajikistan Republic Zbigniew Wójcicki FCE WrUT, PL Stanisław Jemioło FCE WUT, PL Artur Zbiciak FCE WUT, PL Alejandro Valerio Pai Yang México, Querétaro Dietmar Wiegand TU Wien, Austria Vera Steiner FH Wien, Austria Milan Radosavljevic Paisley, Renfrewshire, United Kingdom Hellmich Christian

Calculation Methods for Equivalent Fatigue Stress Amplitude Based on Corten-Dolan Accumulative Damage Rule ZHU Hong-bing1,2,a 1 Civil Engineering College, Wuhan University of Science and Technology, Wuhan 430070 China 2 Civil and Architecture College, Central South University, Changsha 410075 China ahnhyzhb@163.com Keywords: bridge engineering; equivalent fatigue stress amplitude; Corten-Dolan accumulative damage rule; reinforcement concrete beams; random load Abstract.
The formula operated convenience and it had higher precision compared to similar formula, so the formula suit for engineering application.
Miner rule is a linearity accumulative damage rule, so it is convenience in engineering practice, but it has a low precision.
Corten-Dolan rule considered the effect of loading ordinal and non-linearity effect, and it has a high precision, so it used in engineering widely, but it is cockamamie when used in engineering.
Steel, Concrete and Composite Bridges(British Standards Institution, London, 1982) [6]Feng Xiufeng, Song Yupu: China Civil Engineering Journal, Vol. 39(2006), p.32.

But also widely used in high-rise, soaring, large-span, overloaded and earthquake resistant structure, civil engineering, energy engineering, ocean engineering, ocean transportation and some other new area.
And it is extended in long-span, large column-grid and bearing load of industrial and civil engineering, which appears the superiority of prestress.
It’s almost involved in all areas of civil engineering.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (51178205) , Youth Science and Technology Development Fund of Jilin Architectural and Civil Engineering Institute, Doctoral Scientific Research Fund of Jilin Architectural and Civil Engineering Institute and Jilin province science and technology development project(201201104).
ANSYS Civil Engineering Application Example.

Minimum Weight Design of Pre Engineered Steel Structures using Built-up Sections and Cold Formed Sections Muhammad Umair Saleem1,a , Zahid Ahmad Siddiqi2,b, Hisham Qureshi3,c 1 University of Tokyo Japan, 4-6-1 Komaba, Meguro-ku, Tokyo, 153-8505, Japan 2 University of Engineering and Technology Lahore, Dept. of Civil Engineering, 54890, Pakistan 3 BlueScope Buildings Australia, Manchester Road (West), Auburn NSW 2144, Australia a mumair@iis.u-tokyo.ac.jp, bzasiddiq@uet.edu.pk, chisham.qureshi@bluescopesteel.com Keywords: Pre-engineered, minimum weight, built-up section, cold formed section Abstract.
This requirement developed the concept of Pre Engineered Building (PEB).
According to MBMA [3], 60% of residential buildings in USA are pre-engineered buildings.
Pre Engineered Steel Buildings A PEB structure could be either stand alone or combination of built up sections, hot rolled sections, cold formed elements, open web joits and ribbed profiled sheets.
Help Civil Engineering Publisher, Pakistan, 2012

Study on the Improvement of Legal Systems for the Use of Subway Station During Disasters Eun-Young, Kim 1, a, Eun-Kyoung, Hwang 2,b, Lim, Seok-ho 3,c 1 Dept. of Interior Architecture Design, Hanyang University 1 Researcher, Korea Institute of Civil Engineering and Building Technology 2,3 Research Fellow, Korea Institute of Civil Engineering and Building Technology a key@kict.re.kr, b ekhwang@kict.re.kr, c shlim@kict.re.kr Keywords: Disaster, Subway Station, Legal System, Temporary Shelter Abstract.
Second, the temporary living space area is prescribed as 1.43㎡ per person for civil evacuation facilities and 3.3㎡ per four persons for public facilities in accordance with the Civil Defense Facilities and Equipment Operation Manual.
The Civil Defense Facilities and Equipment Operation Manual Equipment Criteria The current legislation is applicable to normal times.
When a civil defense situation occurs, civil evacuation also conforms to the concept of such temporary protection.
It is recommended that the results should be applied to the civil shelter area criteria in accordance with the Civil Defense Facilities and Equipment Operation Manual.

CFG (cement–flyash–gravel) pile and powder spraying pile have been widely applied in civil engineering, and gradually in highway foundation engineering.
CFG (cement–flyash–gravel) pile and powder spraying pile have been widely applied in civil engineering, and gradually in highway foundation engineering.
Calculation model The highway from Dexing of to Nanchang of Jiangxi province, China, is taken as the engineering background.
So in the 3 to 6 time of diameters of area, the pile spacing can be set to a large value, which is good for construction and reducing engineering cost.
Soil mechanics in engineering practice.

Non-Destructive Testing during the Hardening of Alkali-Activated Slag TOPOLÁŘ Libor1,a, RYPÁK Peter1,b, ŠAMÁRKOVÁ Kristýna1,c and ROVNANÍK Pavel1,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic atopolar.l@fce.vutbr.cz, brypakp@study.fce.vutbr.cz, csamarkova.k@fce.vutbr.cz, drovnanik.p@fce.vutbr.cz Keywords: Acoustic emission method, loss in weight, impact-echo method, ultrasound testing alkali-activated slag mortars.
Non-destructive acoustic analysis methods, the Impact-echo method as a traditional method and the Acoustic Emission method as a nontraditional one for civil engineering, were used for experiment.
The MIDI piezoelectric sensor was used to pick up the response and the respective impulses were directed into the input of the TiePie engineering Handyscope HS3 two-channel oscilloscope with 16 bits resolution.

FEM Analysis on Concrete Column Confined by Straps of BFRP Sheets XiaoKun Wang1,a, HuaXin Liu2, b, XueZhi Wang2, b, Cheng Zhai2, b 1,2Civil Engineering & Architecture College,Liaoning University of Technology, Jinzhou, China aslioy@163.com Keywords: BFRP sheets; concrete column; spacing of straps; FEM analyses.
More attention has been paid on the technology of BFRP in civil engineering due to it’s unique properties, such as high strength-to-weight radio, good resistance to corrosion and convenient to construction.
References [1] LU XinZheng, FENG Peng,YE LiePing, Behavior of FRP-confined concrete columns under uniaxial loading, China civil engineering journal, 2(2003) 46-51 [2] Code for design of concrete structures(GB50010-2010),China architecture and building press,Bei jing,2011.

Hamid Nikraz 2, b 1Researcher, Department of Civil Engineering, Curtin University of Technology, Perth, Australia; Tel: +61-413165961; Fax: +61 8 9266 2681 2Prof.
Hamid Nikraz, Head of the Department of Civil Engineering, Curtin University of Technology, Perth, Australia; Tel: +61 8 9266 7573; Fax: +61 8 9266 2681 a Email: amin.chegenizadeh@ curtin.edu.au, b Email: H.Nikraz@curtin.edu.au Keywords: Direct shear, Reinforced, Paper reinforcement, Clay Abstract.
Composite soils have been widely used in civil engineering applications, especially in slopes, embankment dam and landfills.
Ng. & Tang, C. (2006) Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil, Engineering Geology 87, 230– 240
Journal of Geotechnical and Geoenvironmental Engineering, Vol. 130, No. 10, pp. 1-9

Value Engineering-Based Selection strategies of Construction Scheme Min Cheng1,a, Guangxia Ma2,b and Jinkun Sun1,c 1 Civil engineering and architecture school of Panzhihua University, Sichuan, 617000, China 2Economy and Administration school of Panzhihua University, Postcode: 617000, China acmm806@126.com, bsimia@126.com, c66290838@qq.com Key words: value engineering construction scheme value index optimization Abstract: There are usually more than one construction schemes available in the process of engineering construction, and an optimized scheme selection is directly related to construction’s investment returns.
Hence, using value engineering to optimize construction scheme selection has its practical significance.
Meanwhile, the systematic analysis of engineering example is carried out.
The concrete steps are shown as following: (1) Ensure the research object of value engineering; Taking the comparison and selection of construction scheme as the analysis object of value engineering
The only way to get a scientific evaluation or selection is using the principle of value engineering to make a comprehensive and systematical analysis in engineering practice.