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Numerical Analysis of Window Structure Seating Depth Effects on Surface Temperature and Linear Thermal Transmittance Marek Zozulák1,a *, Marián Vertaľ1,b Dušan Katunský1,c 1Faculty of Civil Engineering, Technical University of Košice, Vysokoškolská 4, 042 00 Košice, Slovakia amarek.zozulak@tuke.sk, bmarian.vertal@tuke.sk, cdusan.katunsky@tuke.sk Keywords: window sill, seating depth, numerical analyses, surface temperature, heat flow Abstract.
This chamber is an integral part of laboratories of the Civil Engineering Faculty of Technical University in Košice.
Institute of Architectural Engineering PhD students’ seminar, Košice (2014) 132-137

Study on the Influence of Chloride Ion Content on Pavement Performance of Base Material with Fly-Ash-Flushed-By-Seawater Longsheng Baoa, Xiaofang Zhangb, Ling Yuc, and Guangshan Zhud School of Civil Engineering, Shenyang Jianzhu University, Shenyang, Liaoning, 110168, China abaolongsheng710605@163.com, bxiaofangzhang111@163.com, cyulingsy@163.com, dcegszhu@sjzu.edu.cn Keywords: Chloride Ion Content; Fly-Ash-Flushed-By-Seawater; Pavement Performance; Base Course Abstract: In order to study on the influence of chloride ion on pavement performance of base material with fly-ash-flushed-by-seawater and the feasibility of fly-ash-flushed-by-seawater material used to road construction, the analysis and evaluation on the influence of chloride salt content on pavement performance of material base course are obtained through the laboratory test on pavement performance of base course with adding different content of chloride salt.
Hilmi, Microstructure Development of Stabilized Fly Ash as Pavement Base Material, Journal of Materials in Civil Engineering, 2, 157-163 (2000)
WANG,JTG E51-2009 Test Methods of Materials Stabilized with Inorganic Binders for Highway Engineering.

Changes in the structure and properties of the steel S700MC by heat treatment Jacek Górka Welding Department, Faculty of Mechanical Engineering, Silesian University of Technology Konarskiego 18A Street, 44-100 Gliwice, Poland jacek.gorka@polsl.pl Keywords: S700MC steel, TMCP, heat treatment, mechanical properties Abstract: In order to determine the effect on the properties of precipitation processes conducted S700MC steel heat treatment consisting of annealed steel test temperatures: 100, 200, 300, 400, 500, 600, 700, 800, 900, 1000, 1100, 1200 and 1300 °C.
TMCP steels are also used in civil engineering.
Borek: The thermo-mechanical processing of high-manganese austenitic TWIP-type steels, Archives of Civil and Mechanical Engineering 8 (4) (2008) 29-38

Lavasani2,b* and Alireza Baghchesaraei3,c 1Department of Civil Engineering, Kharazmi University, Tehran, Iran 2*Assistant Professor, Department of Civil engineering, Faculty of Engineering, Kharazmi University, Tehran, Iran 3Faculty of Built Environment, University of New South Wales, Sydney, Australia aomidreza@baghchesaraei.com, b*lavasani@khu.ac.ir, ca.baghchesaraei@unsw.edu.au Keywords: Seismic loads, Pushover, Flexible and non-flexible supports, Time history dynamic analysis, Semi-buried concrete tanks, Viscous damper Abstract.

Lead Retention on an Active Carbon Prepared from Date Kernels (Daglet Nour) Nora Seghairi1,a*, Fateh Barbari2,b and Karim Mihoub2,c 1Laboratory of Research in Civil Engineering, Hydraulics, Development, Sustainable and Environment, University of Biskra 2Department of Civil Engineering and Hydraulics, Mohamed Khider University, PO Box 145, Biskra, Algeria anora_ba2000@yahoo.fr (Corresponding Author) Keywords: Adsorption, activated carbon, dates kernels, lead, kinetics, Isotherms.
Chemical Engineering Journal 132 (2007) 289 - 297

Comments about the Seismic Behavior of “Inverted Y”-Braced Frames KÖBER Helmuth1,a* and STOIAN Marina1,b 1Technical University of Civil Engineering Bucharest, Faculty of Civil Engineering, Bulevardul Lacul Tei nr. 124, Sector 2, 020396, Bucharest, Romania akoberhelmuth@yahoo.de, bcarinastoian@yahoo.com Keywords: plastic failure mechanism; dynamic nonlinear analyses; plastic deformations; lateral stiffness; steel consumption.
Theory and Applications to Earthquakes Engineering - 3rd Edition, 2004

Effect of Aggregate Packing on Strength of Reactive Powder Concrete: Modeling and Experimental Evaluation Umut Bektimirova1,a,*, Islam Mukhammedrakhym2,b, Chang Seon Shon1,c, Dichuan Zhang1,d and Jong Kim1,e 1Department of Civil and Environmental Engineering, School of Engineering, Nazarbayev University, Nur-Sultan, Kazakhstan, 010000 aubakhbergenova@nu.edu.kz, bislam.mukhammedrakhym@nu.edu.kz, cchang.shon@nu.edu.kz, ddichuan.zhang@nu.edu.kz and ejong.kim@nu.edu.kz Keywords: Reactive powder concrete; Toufar model; aggregate packing degree; strength.
Journal of Materials in Civil Engineering, 31(3), 04019001

Biological Resistance of Cement Composites Filled with Dolomite Powders Vladimir Erofeev1,a, Vladimir Kalashnikov2,b, Denis Emelyanov3,c*, Elita Balathanova4,d, Irina Erofeeva5,e, Vasiliy Smirnov6,f, Ilia Tretiakov7,g, Aleksandr Matvievskiy8,h 1,3,7Ogarev Mordovia State University, Saransk 430005, Russia 2Penza State University of Architecture and Construction, Penza 440028, Russia 4Grozny state oil technical university, Grozny 364051, Russia 5Nizhny Novgorod State University of Architecture and Civil Engineering, N.
Microorganisms has a significant role in structure destruction in food, chemical, medical, microbiological, construction industries and agricultural, transport, hydraulic engineering facilities.
Rodin, Suhie stroitelnye smesi, modificirovannye biocidnoy dobavkoy, International Journal for Computational Civil and Structural Engineering. 3 (2012) 93-100

Part 1: Compressive Strength and Water Absorption Jozef Junak1a*, Natalia Junakova1b and Viola Salkova1c 1Technical University of Kosice, Faculty of Civil Engineering, Vysokoskolska 4, 042 00 Kosice, Slovakia ajozef.junak@tuke.sk*, bnatalia.junakova@tuke.sk, cviola.salkova@tuke.sk Keywords: Composite, green concrete, binder substitution, concrete admixture.
Composition Samples P0 P1 P2 P3 P0P P1P P2P P3P CEM I ● ● ● ● ● ● ● ● Fly ash - - - - ● ● ● ● Aggregate 0/4 mm ● ● ● ● ● ● ● ● 4/8 mm ● ● ● ● ● ● ● ● Pigment Yellow - ● - - - ● - - Red - - ● - - - ● - Brown - - - ● - - - ● Samples were prepared in the laboratory of the Faculty of Civil Engineering in Kosice.
Chalak, Performance and composition analysis if engineered cementitious composite (ECC) – a review, J.

Comparison of the Test Results on Flat Slabs Weakened by Openings with Punching Shear Capacities Assessed by the Model in the 2nd Generation of EC2 KORMOŠOVÁ Ľudmila1,a*, AUGUSTÍN Tomáš1,b and HALVONIK Jaroslav1,c 1Faculty of Civil Engineering at STU, Radlinského 11, Bratislava, Slovakia aludmila.kormosova@stuba.sk, btomas.augustin@stuba.sk, cjaroslav.halvonik@stuba.sk Keywords: Punching, Shear Resistant, Flat Slab, Experiment, Openings, Elongated Column Abstract.
In Engineering Structures 2019.
[10] Latest draft prEN 1992-1-1:2021-01, Eurocode 2: Design of Concrete Structures - Part 1-1: General rules for buildings, bridges and civil engineering structures, CEN/TC250/SC2/N 1874, 2021 [11] A.