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Milan Palko, PhD2,b 1,2Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak Republic a adela.palkova@stuba.sk, b milan.palko@stuba.sk Keywords: Wooden window, diffusion of water vapor, condensation.
Experimental measurements and simulation The experimental measurements were carried out in heat engineering laboratories at the Faculty of Civil Engineering.
Fundamentals and Engineering Methods with Examples and Exercises.
International Scientific Conference departments and institutes civil engineering conference.

Homogenization Procedure Effect on Microscopical Performance of Concrete Containing Supplementary Cementitious Materials Zdeněk Prošek1,a, Vladimír Hrbek1,b, Petr Bílý1, c and Lukáš Vráblík1,d 1Czech Technical University in Prague, Faculty of Civil Engineering, Prague, Czech Republic, EU azdenek.prosek@fsv.cvut.cz, bvladimir.hrbek@fsv.cvut.cz, cpetr.bily@fsv.cvut.cz, dlukas.vrablik@fsv.cvut.cz Keywords: high performance concrete, supplementary cementitious materials, homogenization procedure, indentation, spectral deconvolution, SEM, image analysis Abstract.
In: Proceedings of the 12th International fib PhD Symposium in Civil Engineering.
IOP Conference Series: Materials Science and Engineering 246, paper no. 012012
Magazine of Civil Engineering Vol. 86 (2019), pp. 46-60
Ulm and K.J. van Vliet: Grid Indentation Analysis of Composite Microstructure and Mechanics: Principles and Validation, Journal of Material Science and Engineering A Vol. 430 (2006), pp. 189 – 202.

Compressibility of Palm Kernel Oil-Based Polyurethane Foam Using Rowe Cell Apparatus for Ground Improvement Mohd Azwan Salleh1,a*, Ismacahyadi Bagus Mohamed Jais1,b, Diana Che Lat2,c, Nastasa Samat1,d 1Faculty of Civil Engineering, Universiti Teknologi MARA Shah Alam 40450, Shah Alam, Selangor, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi MARA Johor Kampus Pasir Gudang, 81750, Masai, Johor, Malaysia a*azwansalleh90@gmail.com, bismac821@salam.uitm.edu.my, cdianacl@johor.uitm.edu.my, dnastasasamat@gmail.com Keywords: compressibility index, swelling index, Rowe cell, pre-consolidation pressure, polyurethane, palm kernel oil-based polyurethane Abstract.
Malaysian Journal of Civil Engineering, 19(2), 104-116
Engineering behaviour of stabilized peat soil.
Geotechnical and Geological Engineering. 27(5), 619-629. https://doi.org/10.1007/s10706-009-9262-3 [12] Huat.
In Annual Conference on Civil Engineering and Engineering.

Estimating Cable Forces in a Large Cable-Stayed Bridge Sara Casciati1, a* and Lorenzo Elia2, b 1Department of Civil Engineering and Architecture (DICAR), University of Catania at Siracusa, Piazza F. di Svevia, I-96100, Siracusa, Italy. 2Department of Civil Engineering and Architecture (DICAr), University of Pavia, Via Ferrata 3, I-27100 Pavia, Italy.
Nishimura, Practical Formulas for Estimation of Cable Tension by Vibration Method, J. of the Japan Society of Civil Engineers 27(294) (1980) 25–34 (in Japanese)
Proceedings of the Japan Society of Mechanical Engineers, 98(9) (1998) 308–311 (in Japanese)
Park, Smart wireless sensing and assessment for civil infrastructure, Struct. & Infrastr.
Faravelli, Tension Estimates in Cable-Stayed Bridges, Proceedings of the Second International Conference on Performance-based and Life-cycle Structural Engineering (PLSE 2015) (2015) 266–272

Experimental Research on The Strengthening of RC Columns by High Performance Ferrocement Laminates JIANG Long Min1, a, TANG Fan Hua2,b , OU Man Li3,c 1 College of Civil Engineering, Hunan University of Technology, China 2College of Civil Engineering, Hunan University of Technology, China 3College of Civil Engineering, Hunan University of Technology, China a527943658@qq.com, b 421409265@qq.com, c 445698185@qq.com Keywords: RC column.
Huang: China Civil Engineering Journal，Vol 38(2005).
p.41 (In Chinese) [5] Y.Zhang, M.Zhao, H.D.Zhao: Review on Strengthening of RC Structure with CFRP, Proceedings of the Symposium on Concrete Structure with FRP in China, Beijing, (2000), P.8 [6] Y.Xiao, W.H.He, X.Y.Mao: Experimental Studies of Confined Concrete Filled Steel Tubular (CCFT) Columns, 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada(2004).p.

Experimental analysis on composite wall plate cracking of steel structure in Yunnan area Jianwei Shen 1a, Zhong Tao 1 WenZheng Yu 1 Ying Zhu1 (1Department of Civil Engineering, Faculty of Civil Engineering & Architecture, Kunming University of Science and Technology, Kunming 650000, China) aemail:332104197@qq.com Key words: steel structure ;calcium silicate composite wallboard ;cracking Abstract: the new containment system for steel structure of calcium silicate composite wallboard connection technology, through a lot of special experiments and research, combined with domestic and foreign research results, interior and exterior wall crack causes and treatment are discussed in this paper.
With increased year by year of steel structure building, steel structure wall material selection, application and engineering problem has become a widespread concern of engineering problems [1].Current, Problems existing in the steel structure wall plate mainly include: The outer wall temperature cracks appeared: 2.
In order to avoid the problems mentioned above in the future steel building, must are studied on key technology on the application of the wall plate in steel structure, find the measures to solve the problem of all kinds, and achieve the purpose of promoting the steel structure application in the civil construction.
Exterior wall cracking analysis External walls (longitudinal row sliding contact with engineering methods) cracking occurred mainly in three parts: (1) long wall board and the board at the seams（Fig 2）; (2) under the window wall panels and the board at the seams（Fig 3）; (3) the external walls of turning seams cracks （Fig 4）.
“The architectural engineering construction quality acceptance standard "(GB50300-2001) [5].

Design And Optimization Of Dense Phase Desulfurization Tower Tian hai_jun1,2,a Song cun_yi1,b Tong zhen_song1,c 1School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China ;College of Resources and Environ BaoTou Teachers' College, Ment Inner Mongolia University of Science and Technology , BaoTou 014030,China 2School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China 3School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing 100083, China athj8816@126.com,bhj@ustb.edu.cn,c15800744@qq.com Keywords: Dense tower.
[J].Environmental Engineering.2013:31(1)73-76 [2]Zhou Shanming ,Jin Baosheng ,Zhong Zhaoping, Sun Keqin.
[J]Chinese Journal of Environmental Engineering,2010,4(10)2283-2286 [6]ZHANG Dong-hui1,WANG Zhuo-hui,SONG Cun-yi.Simulation study on desulfurization of sintering flue gas in a dense flow absorber,[J]Journal of University of Science and Technology Beijing.2012:34(11)1324-1331 [7]LI Shao-hua, SUN Ying-bo, WANG Hu.Numerical simulation analysis of the influence on temperature field by the arrangement of internal structural elements in the desulfurization towe.
Journal of Shenyang Institute of Engineering(Natural Science.2013:9(1)19-23 [8]HONG Wen-peng,LIU Guang-lin,PEI Cai-fen.Influence of Entrance Angle on Gas-Liquid Flow Field in Ammonia Flue Gas Desulphurization Tower.Journal of Chinese Society of Power ,2012,(32)4:326

It has high bearing capacity, plasticity and toughness, and it is easy to be constructed, so it has been widely used in engineering [1].
And SCB also has been widely used in civil engineering [2].
Nowadays, CFST and SCB are still ideal components in civil engineering.
Therefore, it becomes one of the focuses for civil engineers that how to connect them together and what the force behavior of the connected joint is.
Han: Earthquake Engineering and Engineering Vibration, Vol.23 (2003), p.117-123

Seismic and Collapse Resistant Capacity of New Light Quality Concrete Bearing Masonry Jing-hai YU1,a, Hong-mao XU 2,b , Ning-ning YU 3,c 1 Architectural Design and Research Institute of Tianjin University, Tianjin 300072, China 2Department of Civil Engineering, Tianjin University, Tianjin 300072, China 3College of Civil Engineering, Hebei University of Technology Geotechnical Engineering, Tianjin 300401, China bxu123hongmao@163.com Key words: autoclaved aerated concrete; constructional column; seismic resistant capacity; collapse resistant capacity.
Introduction For many years research of seismic engineering theory both at home and abroad and a large number of earthquake damage experience shows that building structure in the design of ground movement and deformation can reflect the performance of the structure level well generally, so seismic design method of basing on the structure deformation (or structure performance) is recognized as a kind of effective seismic design method by earthquake engineering [1].
Supported by project of science and technology development program of Tianjin (033112311) YU Jinghai, born in 1965, male, Dr, Research Associate Correspondence to YU Jinghai, Email: YJH300072@163.com References [1] Zi-xiong GUO, Xi-lin LV, Yan-yong WANG, the discussion of the building elastic-plastic deformation calculation under rare earthquake[J], Engineering Seismic,1999,1,13-18 [In Chinese]
[4] Qing-xuan SHI, Wen-zong YI, Tentative studies on the aseismic behavior and investigation of collapse resistant capacity of porous masonry walls, Schoo l o f Civil Eng . , Xi'an Univ . of Ar ch. & T ech.2000,3,271-275 [In Chinese].

Chusovd Department of Civil Engineering and Applied Ecology, Institute of Civil Engineering, St.
The possibility of using a considerable potential "weak" biogas with a relatively low concentration of organic ingredients to produce electricity and heat in autonomous power engineering is shown.
The possibility of using a considerable potential "weak" biogas with a relatively low concentration of organic ingredients to produce electricity and heat in autonomous power engineering is shown. 3.
Petersburg: Magazine of Civil Engineering, № 8(34), (2012), pp. 4-14, (in Russian) [2] S.P.