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Selected Mechanical Properties of Concrete with Regard to the Type of Steel Fibers Radoslav Gandel1, a* 1VSB - Technical University of Ostrava, Faculty of Civil Engineering, Ludvíka Podéště 1875/17, 708 00 Ostrava-Poruba aradoslav.gandel@vsb.cz *corresponding author Keywords: steel fiber reinforced concrete; steel fibers; mechanical properties; properties of durability Abstract.
All tests were carried out in the premises of the laboratory of the Faculty of Civil Engineering of the VŠB – Technical University of Ostrava according to standards ČSN EN 12390-3: Testing hardened concrete - Part 3: Compressive strength of test specimens [22] and ČSN EN 12390-6: Testing hardened concrete - Part 6: Tensile splitting strength of test specimens [23].
Fiber reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering.Compos.
Quality and mechanical properties of engineered steel fibres used as reinforcement for concrete.
Modeling of fiber-reinforced concrete and finite element method (2021) International Review of Civil Engineering, 12 (1), pp. 11 – 19. (2021) DOI: 10.15866/IRECE.V12I1.18636 [7] Cajka R.; Mynarcik P.; Neuwirthova Z.; Marcalikova Z.; Kropacek M.

Energy Conservation Study on Integrated Thermal Insulation Buildings made of Glazed Hollow Beads Mortar Xiuhua Guo 1, a, Zhu Li 2,b and Zhuoqiang Yang 3,c 1,2,3College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China aguoxiuhua@tyut.edu.cn, blizhu9999@vip.sina.com, cyzq197322@163.com Keywords: Glazed Hollow Beads, Thermal Insulation mortar, Building, Energy conservation.
In actual engineering application, there are many kinds of thermal insulation mortar, but glazed hollow beads mortar is most popular.
Engineering Mechanics, 2006, 23(Sup.II): 141―149
Journal of Civil, Architectural & Environmental Engineering. 2010（32）4:71-75 [4] JGJ26-95, Energy Conservation Design Standard for New Heating Residential Buildings[S]
[5] GB50176-93, Thermal Design Code for Civil Building[S].

Canadian Journal of Civil Engineering, 23(3): 727-756, 1996
Canadian Journal of Civil Engineering, 22(2): 338-360, 1995
American Society of Civil Engineers: Reston, VA, 2006
Thesis, Department of Civil Engineering, University of California, Berkeley, CA, 1997
American Society of Civil Engineers (ASCE): Reston, VA, 2010

Study on low-cost Reactive Powder Concrete and its Application Ming Zhang1,2,a Feng Xing2,b Liang-Peng Deng2,c Zheng-Liang Cao2,d Zhan Huang2,e 1 School of Civil Engineering and Architecture, Central South University, 410075, P.R.
China 2 Shenzhen Durability Center for Civil Engineering, Shenzhen University, 518060, P.R.
China a mail:zhangmingjob@sina.com ,b mail:xingf@szu.edu.cn , cmail:hlinm@tom.com ,d mail:zhengliangcao@126.com , e mail:hzhan168@163.com Keywords: RPC; low-cost reactive powder concrete; mix proportion; manhole cover; load capacity Abstract: Reactive powder concrete (RPC) is a new kind of material with very high mechanical behavior and durability, however, high cost and complex procedure to make RPC result in hardly apply to engineering in large scale. a new low-cost RPC that compressive strength exceeds 130MPa was prepared with the replacement of quartz sand, crushed quartz and partial of silica fume by fly ash, slag and natural fine aggregate in the paper.
Thus, it reduces the threat on the public safety when it is applied on civil works.

Stiffness of Reinforced Concrete Frame Joint VEGHOVA Ivana1, a* 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-813 68 Bratislava, Slovakia aivana.veghova@stuba.sk Keywords: seismic load, reinforced concrete frame, FEM, frame stiffness, shear stiffness of the concrete with cracks Abstract.
Due to the collaboration of the Department of Structural Mechanics, Faculty of Civil Engineering of the Slovak University of Technology in Bratislava with the Institute of the Building Construction and Architecture of the Slovak Academy of Sciences, wide experimental investigation of the reinforced concrete frames subjected to seismic load had been arranged.
Ravinger, Computer Programs – Static, Stability and Dynamics of Civil Engineering Structures.

Loading height on reinforced brick masonry wall’s failure mode and seismic performance with finite element analysis method Wenqi Niu 1, a, Wenfang Zhang 1, b 1Architecture and Civil Engineering College, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China aniuwenqi006@qq.com, bzhangwenfang@tyut.edu.cn, Keywords: brick masonry wall, loading height, failure mode, seismic performance, finite element Abstract.
Hu: China Civil Engineering Journal (Supplement), Vol.45 (2012), P.133-136 (in Chinese)
K.The application of ABAQUS in civil engineering

Yantsen3,c 1 Professor of the Department Wastewater and water ecology, Federal State Educational Institution of High Professional Education ‘Moscow State University of Civil Engineering’ (MGSU), 129337, Russia, Moscow, Yaroslavskoe shosse, 26 2 Associate Professor of the Department Wastewater and water ecology, Federal State Educational Institution of High Professional Education ‘Moscow State University of Civil Engineering’ (MGSU), 129337, Russia, Moscow, Yaroslavskoe shosse, 26 3 Specialist in the field of water supply and wastewater of the Department Wastewater and water ecology, Federal State Educational Institution of High Professional Education ‘Moscow State University of Civil Engineering’ (MGSU), 129337, Russia, Moscow, Yaroslavskoe shosse, 26 aGoginaES@mgsu.ru, bRuzhitskayaOA@mgsu.ru, cYantsenOV@mgsu.ru Keywords: biological purification, wastewater, biogenic elements, nitrification, denitrification.

Poddaeva1, a, July S.Buslaeva2,b and Dmitry.S.Gribach3,c 1,2,3Moscow State University of Civil Engineering (MGSU), 26, Yaroslavskoe shosse, Moscow, 129337, Russian Federation aolenek31@gmail.com, bjs-995@mail.ru, cbaboy2007@mail.ru Keywords: aerodynamic, aerodynamic coefficients, aerodynamics of building, high-rise buildings, wind effects, Abstract.
Intorduction The skyscrapers appeared in the second half of the XIX century, the construction of high-rise buildings has been made possible thanks to advances in engineering.
All tests were carried out using research equipment of Head Regional Collective Research Centre of Moscow State University of Civil Engineering References Reference an article: [1] Kravcov V.
Effect of high-rise buildings aerodinamichekih parameters on the microclimate of the urban environment and aeration [Vlijanie ajerodinamichekih parametrov vysotnoj zastrojki na mikroklimat i ajeraciju gorodskoj sredy] // Industrial and civil construction. 2013. № 9. p. 39-41

Based on the ANSYS analysis of the open hole in the floor cracks Shuai Yao1, a, Fu Ma2,b 1 Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan,China 2 Architecture and Civil Engineering,Taiyuan University of Technology,Taiyuan,China ayaoshuai008@vip.qq.com, Keywords: concrete floor, the floor open hole, finite element, crack Abstract.
ANSYS civil engineering application examples [M].

STOCHASTIC SEEPAGE FIELD STUDIES ON MAIN EMBANKMENT OF YANGTSE RIVE IN SOUTHERN JINGZHOU ZONE OF CHINA Wang Yajun*1,2,3, Zhang Wohua2,3, Jin Weiliang3, Wu Changyu4, Ren Dachun4 1.School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, Zhoushan 316000, P.
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, P.
Engineering Geology, 78, 105-118.
Chinese Journal of Hydraulic Engineering, 11, 65-69.
Journal of Hydrologic Engineering, ASCE, (11), 493-494.