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Performance Analysis of Fine Mineral Fillers in Gypsum Plasters Andrey Pustovgar1, a, Irina Ivanova1, b, Sergey Nefedov1, c, Aleksey Adamtsevich1, d, Stanislav Pashkevich1, e 1 SRI CM&T, Moscow State University of Civil Engineering (MGSU), 26, Yaroslavskoe Sh., Moscow, Russia, 129337 aPustovgarAP@mgsu.ru, bivanova1907@gmail.com, cnefedovsv@gmail.com, dMnSpecter@gmail.com, epashkevich86@mail.ru, Keywords: dry mortar, gypsum plaster, fine filler, limestone powder, silica flour, SilverBond.
All tests were carried out using research equipment of Head Regional Collective Research Centre of Moscow State University of Civil Engineering.

Journal of Civil Engineering,2000, 33(4) : 35~ 40
[6] Yasheng Luo,Dingyi Xie,Shengjun Shao.Chinese Journal of Rock Mechanics and Engineering,2004,(23 24) :4248~ 4251
China Civil Enginering Journal. 2000(33):35-41

Effect of a Bending Stiffness on the Load-Displacement Path of Von Mises Truss PSOTNY Martin1,a * and HAVRAN Jozef1,b 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia amartin.psotny@stuba.sk, bjozef.havran@stuba.sk Keywords: von Mises truss, bending stiffness, non-linear solution, snap-through, geometrical imperfection, Newton-Raphson iteration algorithm Abstract.
Slovak Journal of Civil Engineering, No. 2, 2003, pp. 1-7

A Two-Stage Kalman Estimation Approach for the Identification of Large Size Structural Parameters Ying Leia, Deting Wub, Yongqiang Jiangc School of Architecture and Civil Engineering, Xiamen University, Xiamen, Fujian, 361005, China aylei@xmu.edu.cn, b279977714@qq.com,cjyqgon@tom.com KEYWORDS: Kalman Estimator; Substructure; Structural Damage Detection ABSTRACT:A new distributed structural damage detection approach based on a two-stage Kalman estimator approach, which is not available in the previous literature, is proposed for the identification of large size structural parameters under limited input and output measurements.
Structural Engineering (ASCE), 131 (6), 956-965 (2005)
Proceedings of SPIE’ s Conference on sensors and Smart Structures Technologies for Civil", Mechanical, and Aerospace Systems.

Development and study of the possibilities to use natural materials for thermal-insulation systems of ETICS Hroudová Jitka1, a, Zach Jiří2, b 1,2Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveří 331/95, 602 00 Brno, Czech Republic ahroudova.j@fce.vutbr.cz, bzach.j@fce.vutbr.cz, Keywords: insulation materials, easy renewable natural resources (technical hemp, flax), external thermal insulation composite systems ETICS.
In terms of possible use of other alternative insulating materials for exterior contact thermal insulation systems of ETICS, there were materials based on natural raw materials originating from the field of agriculture, designed on the basis of research works in the Faculty of Civil Engineering of Technical University in Brno.

Analysis and Prevention Measures of Pollution Sources in Modern Architecture Yuling Zhao* School of Civil Engineering and Architecture, University of Jinan, Jinan, Shandong, China, 250022 cea_zhaoyl@ujn.edu.cn Keywords: pollution sources, structure design, decorative materials, measures Abstract.
As the relation between the development of civil engineering materials and the improvement of life quality is very close, meeting the increasingly high safe, comfortable, beautiful, durable requirement is the development trend of new building materials.

Experimental research on basalt fiber reinforced cementitious composites Jianxun Ma1,a, Ming Zhang2,b and Gang Zhao3,c Department of Civil Engineering, Xi’an Jiaotong University, Xi’an, China amajx@mail.xjtu.edu.cn, bzhangming256@stu.xjtu.edu.cn, czhaogang1280@163.com Keywords: Basalt fiber Optimal design Fluidity Compressive strength test Toughness Abstract.
Proceedings of the 5th International Conference on FRP Composites in Civil Engineering(CICE2010) Beijing China,2010,9 P85-88

New Results in Dynamics Stability Problems of Elastic Rods LALIN Vladimir Vladimirovich1, a and KUSHOVA Daria Aleksandrovna2,b* 1,2Saint-Petersburg State Polytechnical University, Institute of Civil Engineering, Department of structural mechanics and building structures, Saint-Petersburg, Polytechnicheskaya st., 29, Russian alalin@cef.spbstu.ru, bdasha_kushova@mail.ru Keywords: large displacements and rotations, conjugate pairs of strain and stress vectors, the functional of variational formulation, the stability equations, dynamic stability, dynamic approach to study the stability problem, dynamic stability criterion Abstract.
International Journal for Computational Civil and Structural Engineering, 9 4 (2013) 178-185, (Russian)

Development of Materials Based on Flax for Thermal Insulation and Thermal Rehabilitation of Structures Jiří Zach1, a, Jitka Hroudová 1, b, Nikol Žižková1, c 1Brno University of Technology, Faculty of Civil Engineering.
Introduction At Brno University of Technology, Faculty of Civil Engineering a research focused on questions of use of natural renewable raw-material sources including development of building materials with high utility values have been organized for several years.

In civil construction, high humidity would also accelerate corrosion processes in such structural components as swimming pool or shopping mall surface, for example.
[2] Gappoev M 2004 Wooden and plastic constructions (Moscow) [3] SP 64.13330.2011 2011 National construction regulations «Wood constructions» (Moscow) [4] Vodiannikov M A 2017 Analysis of Wood Structure Connections Using Cylindrical Steel and Carbon Fiber Dowel Pins (IOP Conference Series: Materials Science and Engineering [5] Gugutsidze G and Draskovic F 2010 Reinforcement of Timber Beams With Carbon Fibers Plastics (Slovak Journal of Civil Engineering) pp 1-6 [6] American Chemical Society National Historic Chemical Landmarks 2003 High Perfomance Carbon Fibers (Parma, Ohio) [7] Lennartz M W 2016 New Architecture in Wood: Forms and Structures (Basel) vol 1 [8] Basov K A 2002 ANSYS examples (Moscow)