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., Dnipro, 49005, Ukraine 2Department of Automation, Electrical Engineering and Computer-Integrated Technologies, National University of Water Management and Nature Resources Use, 11 Soborna St., Rivne, 33028, Ukraine alvg.nmu@gmail.com, bsaik.nmu@gmail.com, cpetlyovany@ukr.net, dkateryna.sai@gmail.com, emalanchykez@mail.ru Keywords: Rock Massif, Geological Fault, Hanging and Foot Walls, Stress-Deformed State.
It is obvious that the mining in the tectonic faulting zones makes the workings too dangerous and requires the preliminary engineering investigations to detect them [10].
Empirical Software Engineering, 8(3), 255-283
Archives of Civil and Mechanical Engineering.

Experimental Research on Concrete Filled Thin-walled Steel Tube Long Columns Baozhu Cao 1,2, a , Yaochun Zhang 1 and Yueming Zhao 2 1 Harbin Institute of Technology China harbin 150090 2 Jilin Architectural and Civil Engineering Institute China Changchun 130021 a Caobaozhu.e@163.com Keywords: concrete filled thin-walled steel tube long columns; experimental research; finite element analysis; ultimate load.
References [1] Brain Uy:Strength of concrete filled steel box columns incorporating local buckling, Journal of Structural Engineering[J], 2000(3),p.341-352
[3] Cai Shaohuai and GuWanli:Calculation of behaviour and strength of concrete filled steel tube long columns[J],Transaction of engineering structure,1985(1),p.32-40
[4] Tan Kefeng and Pu Xincheng: Research on behaviour and ultimate capacity of exceed high-strength concrete filled steel tube long columns and eccentrically compressed columns[J],Transaction of engineering structure,2000(2),p.12-19 [5] Han Linhai:Concrete filled steel tube[M],Science Press,Beijing,2000(6):142-199

MacRae1,c, Alessandro Palermo1,d and Sara Broglio2,d 1School of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand 2Aurecon, Christchurch, New Zealand arma184@uclive.ac.nz, bcnd19@uclive.ac.nz, cgregory.macrae@canterbury.ac.nz dalessandro.palermo@canterbury.ac.nz, esara.broglio@aurecongroup.com * Corresponding Authors Keywords: Footfall vibration, OASYS, R-value, Floor Excitation, Floor Vibration, Walking Tests Abstract.
Currently, finite element (FE) modelling is used, but it demands good engineering judgement as real buildings are complex.
OASYS is a Finite Element (FE) package that enables engineers to asses structures against a wide range of international seismic codes.
Engineering Structures, 91, 58-69

Delgado1,b and V.P. de Freitas1,c 1LFC − Laboratório de Física das Construções, Departamento de Engenharia Civil, Universidade do Porto, Rua Dr.
The models developed have an excellent fit and would be a useful engineering application concerning solid red brick samples.
Journal of Food Engineering, Vol. 90: 191–198 (2009)
Journal of Food Engineering, Vol. 58 (1): 23-32 (2003)
Journal of Food Engineering, Vol. 53: 153-159 (2002)

Mechnikov National University, 2, Vsevoloda Zmiienka St, Odesa, Ukraine, 65082 3National University of Civil Protection of Ukraine, 8, Onopriyenko str., Cherkasy, Ukraine, 18034 aradchuk.d.i@nmu.one, bcheberiachko.yu.i@nmu.one, crek@onu.edu.ua, dsharovatova_olena@nuczu.edu.ua Keywords: risk assessment, development stages, respirator, design.
Chemical Engineering Journal. 135 (1–2) (2008) 49–55. https://doi.org/10.1016/j.cej.2007.03.019 [11] Lücke, T., Fissan, H., The prediction of filtration performance of high efficiency gas filter elements.
Chemical Engineering Science. 51(8) (1996) 1199–1208. https://doi.org/10.1016/0009-2509(95)00366-5 [12] Su, Y-C, Li, C-C., Computational fluid dynamics simulations and tests for improving industrial-grade gas mask canisters.
Advances in Mechanical Engineering. 7(8) (2015). https://doi.org/10.1177/1687814015596297 [13] Loboichenko, V., Nikitina, N., Leonova, N., Konovalova, O., Bondarenko, A., Zemlianskyi, O., Rashkevich, N., Study of the features of determination of heavy metals in bottom sediments.
Chemical Engineering Science. 64(8) (2009) 1832–1843. https://doi.org/10.1016/j.ces.2009.01.009 [23] Jeon, R., Ko, K., Kwon, K., Park, M., Seo, I., Oh, M., Lee, C.

Effect of Particle Size Variation on the Microstructure, Mechanical, and Corrosion Properties of TiNi-Nano Silica Reinforced Composites Mairaj Ahmad1 a* 1Laboratory of Materials and Surface Engineering (LIMS), Department of Chemical Engineering, Materials, Environment (ICMA), University of Rome “La Sapienza” Via Eudossiana, 18-00184 Rome, Italy.
Due to their excellent properties, TiNi-based shape memory alloys have a lot of applications (Fig. 1) in automotive, aerospace, civil, electronic, robotics, petroleum, dental, actuators, sensors, and well-wide applications in biomedical, like stents and medical implants [5,6].
Li, “Exploration of TiNi shape memory alloy for potential application in a new area: Tribological engineering,” Smart Mater.
Ahmad, “Effect of Ternary Element Addition on Properties of TiNi-Based Shape Memory Alloys for Engineering and Medical Applications,” J.

Advances in Deformation Performance of Concrete with Steel Slag and Scrap Tire Particles Zhizi Yang a, Chunlin Liu b, Kai Sheng c and Depeng Chend* School of Civil Engineering, Anhui University of Technology, Ma’anshan, China a435283417@qq.com, bchunlinliu@163.com, c761610878@qq.com, ddpchen@ahut.edu.cn Keywords: steel slag, tire particles, concrete, volume deformation, micromechanics mechanism Abstract.
Steel slag expansion makes many serious problems in engineering, which is one of the main reasons why the research and application of steel slag aggregate concrete for less.
utilization ways Utility pattern Steel slag utilization Added value Steel slag expansive effect and the reason analysis note Two ash slag pavement base, steel slag pavement base cushion, etc Smaller Lower Smaller;A constrained smaller, and even free deformation - Asphalt concrete aggregate Smaller higher Small;Asphalt coated steel slag, steel slag moisture - Cement mixing materials, concrete admixtures Small higher Smaller;Mechanical action to improve the swelling of steel slag the fine steel slag grinding process need large energy consumption The steel slag cement concrete aggregate big Widely used high Significantly;Water is easy to be close to the steel slag and to produce inflation To control and study related basic theory systematically The deformation properties of steel slag aggregate concrete Throughout the many related researches about steel slag used in the construction industry can be found: (1) there are many literatures on steel slag for roadbed and asphalt concrete and related engineering
Chen, Volume Stability and Application Prospect of Steel Slag Aggregates in Engineering, J.

Moment Redistribution of Two-span Fire-damaged Reinforced Concrete T-Beams Strengthened with CFRP Sheets Kai Xiang1,a, Guohui Wang1,b, Weiping Han1,c, and Jiangtao Yu2,d 1Tianjin Fire Research Institute of the Ministry of Public Security, Tianjin 300381, China 2Fire Research Institute of Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China axiangkai0304@163.com, bwangguohui@tfri.com.cn, chanweiping@tfri.com.cn dyujiangtao@tongji.edu.cn Keywords: Moment redistribution; Fire; Carbon fiber reinforced polymer; Strengthening; Stiffness Abstract.
Seracino: Engineering Structures Vol. 26 (2004), p. 2197 [4] D.J.
Seracino: Engineering Structures Vol. 26 (2004), p. 2209 [5] I.
Li: China Civil Engineering Journal Vol. 37 (2004), p. 99 [9] Z.S.

Microstructure of Concrete Containing Sandstone Cutting Waste - A Technical Report Sanjay Mundra1, Vinay Agrawal2 and Ravindra Nagar3 Civil Engineering Department, Malaviya National Institute of Technology, Jaipur, Rajasthan, India, 302017 E-mail: 1s.mundra73@rediffmail.com, 2vagarwal.ce@mnit.ac.in, 3rnagar.ce@mnit.ac.in Keywords: Sandstone cutting waste; microstructure; scanning electron microscope; optical microscope mercury intrusion porosimetry; thermos-gravimetric analysis.
The highly heterogeneous and dynamic nature of the microstructure of concrete are the primary reasons why the theoretical microstructure-property relationship models, that are generally so helpful for understanding the behaviour of engineering materials [5] Figure 1.
Journal of Engineering Geology 24 123-134
Ph.D. thesis in geotechnical engineering, specializing in rock mechanics (The Portuguese: Universidad Nova de Lisboa Lisbon) p 314

Quantitative Flood Analysis and Sediment Transport Capacity of River Baro in Niger State, Nigeria Busari Olumide Afis1a*, and Katte Valentine Yato1b 1Department of Civil and Mining Engineering, University of Namibia, Namibia aabusari@unam.na and bvkatte@unam.na Keywords: Sediment transport capacity, Flood analysis, Quantitative analysis, Eugelund and Hansen Model, Meyer–Peter and Muller Model, River Baro.
ωs=118∆gνD2 (4) The equation derived by Newton is valid for Re>150 so that CD≈ constant or D>1000μm ωs=1.1g∆D (5) Rubey’s formula is valid for all Reynolds numbers: ωs=2∆gD3+36ν2D2-6νD (6) The evaluation of the sediment Shield parameter F* determines the type of the management approach to river intervention/engineering.
Presented at the 1st Faculty of Engineering and Technology International Conference (FETICON, 2023).
Journal of Hydraulic Engineering. 144 (6) 2018