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The conference was organized by 6 universities - South Ural State University (National Research University), Platov South-Russian State Polytechnic University, North Caucasian Institute of Mining and Metallurgy (State Technical University), Volgograd State University of Architecture and Civil Engineering, S.
(Techn.), Full Professor, National Research University "Moscow Power Engineering Institute", Moscow Igor V.
(Techn.), Full Professor, Volgograd State University of Architecture and Civil Engineering, Volgograd Aleksandr S.
(Techn.), Full Professor, Saint-Petersburg State University of Architecture and Civil Engineering, Saint-Petersburg Aleksandr I.
(Techn.), Full Professor, Novosibirsk State University of Architecture and Civil Engineering, Novosibirsk Boris Ya.

Preface The Brno University of Technology, Faculty of Civil Engineering, Department of Building Materials, and AdMaS Centre organized the 19th International Conference Silicate Binders 2020, which was held with international participation under the acronym ICBM 2020.
Committees Organized by: Brno University of Technology Under auspices of the Dean of the Faculty of Civil Engineering Prof.

Research of Grid-Connected Operation Control of PV Cells in Microgrid Xiaohui Wang1, a, Haixin Cheng2, b, Dong Wang1, c, Weiliang Guo1, d and Hanchi Cheng1, e 1School of Electrical and Information Engineering, Beijing University of Civil Engineering and Architecture, Beijing, China, 100044 2IRTOUCH SYSTEMS Co.
Based on the equivalent circuit of PV (Photovoltaics) cell and its mathematical model, a general engineering control model of photovoltaic array is established.
The simulation model can provide guidelines for practice engineering design.
Figure7 Simulaton results in AC side Acknowledgements This work was financially supported by Science Research Fund of Beijing University of Civil Engineering and Architecture and Foundation for Beijing municipal Talents.
Microgrid: Control techniques and modeling, Proceedings of the 44th International Universities Power Engineering Conference, (2009), 1-5

Romero (Eds.), Proceedings of the Computational Structures Technology 2010 & Engineering Computational Technology 2010 (Valencia, Spain), Civil-Comp Press, 2010
Design Engineering Technical Conf. & Comp.
Conf. on Engineering Computational Technology (ECT 2010, Valencia, Spain), Civil-Comp Press, Stirlingshire, 2010, paper no. 215, 12 pages
Conf. on Engineering Computational Technology (ECT 2010, Valencia, Spain), Civil-Comp Press, Stirlingshire, 2010, 15 pages
Vibration Analysis Civil Eng.

It is very important to study the pristine stress field in Civil, Mining, Petroleum engineering as well as in Geology, Geophysics, and Seismology.
For engineering purposes, the state of stress measured in the elevation range of 30m~210m for the both bore holes can be summarized respectively as follows: SH G12 =0.0414(MPa/m) * Depth (m)+1.125(Mpa) Sh G12 =0.0233(MPa/m) * Depth (m)+1.321(Mpa) Sv G12 =0.0270(MPa/m) * Depth (m) (2) SH G13 =0.0515(MPa/m) * Depth (m)-0.738(Mpa) Sh G13 =0.0261(MPa/m) *Depth (m) +1.121(Mpa) Sv G13 =0.0270(MPa/m) * Depth (m) (3) According to Figure4, the maximum principal stress is horizontal, the intermediate principal stress is the minimum horizontal principal stress, which is greater than the vertical stress and indicates a thrust-faulting regime, typical of near surface conditions elsewhere around the world, that is generally SH > Sh > Sv.
(a) GAO12 (b) GAO13 Fig.5 Variation of SH:SV with elevation in test hole GAO12 and GAO13 The test results in both holes suggests that stresses regime in the preference LPG storage carven zone is affected by zone tectonic campaign clearly and the characteristics of stresses distribution are subjected to the topographic relief too. 30 70 110 150 190 230 0 4 8 12 St r ess( MPa) Dept h(m) SH Sh Sv 30 70 110 150 190 230 0 4 8 12 St r ess( MPa) Dept h(m) SH Sh Sv 30 50 70 90 110 130 150 170 190 210 230 0. 0 1. 0 2. 0 3. 0 4. 0 SH/ Sv Depth(m) 30 50 70 90 110 130 150 170 190 210 230 0. 0 1. 0 2. 0 3. 0 4. 0 SH/ Sv Depth(m) (a) GAO12 (b) GAO13 Fig. 6 Variation of SH direction with elevation in test holes GAO12 and GAO13 Conclusions Knowledge of in situ stress field plays an important role in Civil, Mining, Petroleum
engineering as well as in Geology, Geophysics and Seismology.
In: Hudson J. editor, Comprehensive rock engineering.

Introduction The Descriptive Geometry and Engineering Drawing is a public basic course for the engineering majors in colleges.
In various areas of engineering, the engineering design is always expressed by the engineering drawings so as to guide the construction and perform the technical exchanges, etc.
The engineering drawing is the “engineering language”.
Descriptive Geometry and Engineering Drawing(3rd Edition).
[5] T.R.Wei.Descriptive Geometry and Civil Engineering Drawing.

Study on improvement of the safety management In the construction industry Dongling liang1, a, Zhenwu Shi2, b, Chong Li3, c and Jia Zhou4, d 1 School of Civil Engineering, Northeast Forest University, 150040, Harbin, China 2 School of Civil Engineering, Northeast Forest University, 150040, Harbin, China 3 HLJ Post YiTong Info-net Co., Ltd., 150030, Harbin, China 4 School of Water Conservancy and Civil Engineering, Northeast Agricultural University, 150040, Harbin, China alichong1116@163.com, bshizhenwu@126.com, clichong1116@163.com , dzhoujia@126.com Keywords: Safety hazards, control measures, construction industry Abstract.
Accidents of the national housing of municipal engineering are compared to the same period last year.
And the exploitation strength of natural resources has increased in the engineering construction.
References [1] Li Xiaodong, Chen Qi of the main types of production safety accidents in China's building and its preventive measures [J] Journal of Civil Engineering, (2012) 44:244-248
Civil Engineering Journal(2011) (S1)

Introduction Vibration Control had early been used in the machinery industry on the twentieth century, and began to be applied to civil engineering on the 1970s.
In the field of civil engineering, structural vibration control has proven to be a very effective and feasible control method to the structural seismic response.
The method is simple, easy to use, and suitable for the numerical simulation of the various forms of civil engineering structures
Intelligent control for structural vibration of civil engineering[J].
Earthquake Engineering and Engineering Vibration, 27(4): 156—160,2007.

Bulletin of Civil Engineers. 5 (40) (2013), pp. 26-31 [10] Information on http://homerenergy.com [11] V.
Magazine of Civil Engineering. 8(34) (2012), pp. 4-14 [19] A.
Vatin: Properties of the wall structures made of autoclaved cellular concrete products on the polyurethane foam adhesive, Magazine of Civil Engineering, 5(40) (2013), pp. 5-19 [20] S.
Zinovyev, Ke-Chin Chan, Tszyun-Ji Myau, 'Tasks and methods of numerical and physical research of aerodynamics of high-rise buildings in a coastal zone "pestilence land"', Magazine of Civil Engineering, 2013. № 2 (37), pp 54-61
Rymkevich: Computational justification for engineering measures preventing the ice dams formation on the pitched roofs, Magazine of Civil Engineering. 3 (29) (2012), pp. 69-73 [22] S.

Comparison of results of analyses the foundation slab calculated by two FEM programs Radim Cajka 1, a *, Jana Labudkova 2, b 1 Department of Structures, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic 2 Department of Structures, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic a radim.cajka@vsb.cz, b jana.labudkova@vsb.cz Keywords: Foundation structure, soil – structure interaction, interaction models, contact stress, FEM calculation.
In 2012, loading test has been performed using test equipment in the Faculty of Civil Engineering, Technical University of Ostrava (VŠB – TUO) [1, 2, 3, 5].
Fig. 2: The computational model in Scia Engineer and MKPINTER.
Acknowledgement This outcome has been achieved with the financial support by the project “Conceptual development of science and research activities 2014” on the Faculty of Civil Engineering, VSB-TU Ostrava.
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, vol. 11, Issue 1, pp. 1–5, ISSN (Online) 1804-4824, ISSN (Print) 1213-1962, DOI: 10.2478/v10160-011-0002-2, 2011