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The Behavior of Fly Ash in Concrete Mixture ZOBAL Ondřej1, a *, PADEVĚT Pavel1, b, BITTNAR Zdeněk1, c, KOPECKÝ Lubomír1, d and ŠMILAUER Vít1, e 1CTU in Prague, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, 166 29 Praha 6, Czech Republic aondrej.zobal@fsv.cvut.cz, bpavel.padevet@fsv.cvut.cz, cbittnar@fsv.cvut.cz, dlubomir.kopecky@fsv.cvut.cz and esmilauer@cml.fsv.cvut.cz Keywords: Fly Ash; Concrete; Heat of Hydration, Compressive Strength; Water Absorption.
Acknowledgement This paper has been supported by the Faculty of Civil Engineering, Czech Technical University in Prague (SGS project No.

Validation and Verification of Life Prediction Technology for Electromechanical Products Chen Juan 1,a , Wu Wei 2,b , Song Chunwen 3,c , Liu Bohong 1,d , Qi Xiaoye1 1 Beihang University, Beijing, 100191 2 China Academy of Civil Aviation Science and Technology, Beijing, 100028 3 Institute of Aerospace Systems Engineering, Shanghai, 201108 achen.juan@buaa.edu.cn, bscw@asee.buaa.edu.cn, cwuwei0531@hotmail.com,dchuiyan.com520@163.com Key Words: Life prediction, Electromechanical Products, Dispersion, Variance Abstract: Supporters of life prediction claim that this technology can provide enormous benefits to users.
Fig.5 Forecasting deviation dispersion of 2 prediction algorithm Comparison of variance between two life prediction algorithms The variance of life prediction algorithm based on the Weibull statistical model can be calculated by this formula: (13) The variance of life prediction algorithm based on degradation path methods (kernel regression method of PACE) is: (14) By programming we get the variance curves of two life Prediction algorithms, as shown in the figure: Fig.6 Variance curve of 2 prediction algorithm Acknowledgements The project was funded by China Academy of Civil Aviation Science and Technology.
Dissertation, Nuclear Engineering Department, University of Tennessee, Knoxville: 2007.

An Experimental Study on Reinforced Concrete Infilled Frames with Openings Fatih Suleyman BALIK1, a, Hasan Husnu KORKMAZ2,b, Mehmet KAMANLI2,c, Fatih BAHADIR1,d, Serra Zerrin KORKMAZ3,e and Alptug UNAL2,f 1Selcuk University, Eregli High School, Konya, Turkey. 2 Selcuk University, Engineering Faculty, Civil Eng.
Balik, Window Opening Effects in Strengthening of RC Frames with Inadequate Earthquakes Performance by Using RC Shear Wall, Ph.D Thesis, Selcuk University Graduate School of Natural and Applied Sciences Department of Civil Engineering, 2012.

Evaluating the Impact of Skybridge on the Analysis, Design, and BIM Integration of a Multi-Tower Structure: A Case Study in Laboratory Building Construction JESSICA Sjah1,a*, MICHAEL Loreantz Steven Tambunan1,b and AYOMI Dita Rarasati1,c 1Department of Civil Engineering, Faculty of Engineering, Universitas Indonesia, Kampus Baru UI Depok, Depok, Jawa Barat, 16424, Indonesia ajessicasjah@ui.ac.id, bmichaelloreantz@gmail.com, cayomi@eng.ui.ac.id Keywords: Building Information Modelling, Cost, Multi-Tower, Skybridge, Time-history Analysis Abstract.
The laboratory to be evaluated is a laboratory owned by the Department of Civil Engineering, University of Indonesia (DTS UI).
DeLong, Eaton’s Center: Design of a Pedestrian Glass Sky Bridge, in: Structures Congress 2012, American Society of Civil Engineers, Chicago, 2012, pp. 438–447. https://doi.org/10.1061/9780784412367.039
Mussa, Seismic Response Analysis of Linked Twin Tall Buildings with Structural Coupling, International Journal of Civil Engineering and Technology (IJCIET) 9 (2018) 208–219
Bienkiewicz, Effects of Structural and Aerodynamic Couplings on the Dynamic Response of Tall Twin Buildings with a Skybridge, in: Structures Congress 2009, American Society of Civil Engineers, Austin, Texas, United States, 2009, pp. 1–9. https://doi.org/10.1061/41031(341)77

Engineering Field Test Project Overview.
Engineering ± 0.00 equivalent absolute elevation 10.00m, excavation area 42000m2 about pit perimeter around 1000m.
[2] Shaoqing Shi,Yingfang Liu and Ping Yin: submitted to Journal of Engineering Plastics Application. 2004, 32(6): 43-45
[3] Weichen Xue, Qiaowen Zhen and Yu Yang: submitted to Journal of Civil Engineering. 2007, 40(12): 59-68
[5] Hui Peng: submitted to Journal of China Municipal Engineering. 2008, 4:60-62

Wang Jing, a master student, studies in the Department of Civil Engineering, School of Science, Nanjing University of Science and Technology.
Journal of Building Engineering, 43 (2021)
Engineering and Test, 53 (2013): 13-20
Journal of Materials in Civil Engineering, 33.1 (2021)
Journal of Materials in Civil Engineering, 29.7 (2017): 04017020

He: Engineering Journal of Wuhan University Vol. 26 (1993), p. 307-316.
Civil Engineering Department of Central South University, Changsha, 2008.
Li: Journal of Architecture and Civil Engineering Vol. 4 (2006), p.54-57.
Liu: Journal of Architecture and Civil Engineering Vol. 4 (2008), p. 88-92.
Li: Journal of Shenyang Architectural and Civil Engineering Institute Vol. 4 (2005), p. 297-301.

ANIFOWOSE2,b* 1Department of Civil and Environmental Engineering, University of Lagos, Yaba, Lagos, Nigeria. 2Department of Civil Engineering, The Federal Polytechnic Offa, Offa, Kwara, Nigeria.
[5] Indian Minerals Year Book (Part II: Metals and Alloys) for Slag-Iron and Steel, 52nd ed., Government of India Ministry of Mines, Indian Bureau of Mines, Indira Bhavan, Civil Lines, Nagpur, 2015
Islam, Use of slag as coarse aggregate and its effect on mechanical properties of concrete, Proceedings of the 3rd International Conference on Advances in Civil Engineering, CUET, (2016) 475-479

When SDG goals and UNGC principles are integrated, we find that not all SDG goals can come under the umbrella of civil engineering which itself is a vast field.
Goals of SDG which directly come under the Civil Engineering are the ones which are related to Environment.
One of the goals besides those mentioned above can have an indirect relation with Civil Engineering is Goal-3 (Good Health and Well-being) because in order to achieve this goal healthcare facilities are required to be constructed or existing facilities need to be upgraded to meet a sustainable goal.
If healthcare facilities in particular RHC can perform to their full potential then THQs, DHQs, Civil Hospitals etc. would be less burden with footfall of patients who prefer to go there as they feel RHC cannot provide them with their medical needs.

An Industrialized Multi-Layer Precast Concrete Frame Building with Middle-Joint Beams and Columns Ying Xu1, a, Biqin Dong2,b 1 Department of Urban and Civil Engineering, Harbin Institute of Technology Shenzhen Graduate School, Shenzhen, China 2 Shenzhen Durability Center for Civil Engineering, Shenzhen University, Shenzhen, China acexyx@hotmail.com, bdongbq@gmail.com Keywords: Industrialized House; Middle-Joint Beam and Column; Precast Abstract.
Acknowledgement This project is supported by Funding of NSFC (50808054)，Shenzhen Durability Center for Civil Engineering, Shenzhen University (SZDCCE 10-08) and the team Programs for Science and Technology Development of Shenzhen University (T200901) References [1] Gang Wang，“Concept of Housing Industrialization”， Housing & Real Estate，second half of January, 2003 [2] Weilin Zhang，“Housing Industrialization is the important field for circular economy development and resource conservation society establishment”, the Center for Housing Industrialization，http://www.chinahouse.gov.cn [3] Meixia Liu，“Comparison and analysis of housing industrialization development in China and USA”， the Center for Housing Industrialization，http://www.chinahouse.gov.cn/xnrd3/3a104.htm [4] Jun Yang，“research for Housing Industrialization and sustainable development in China”， Chinese Society for Sustainable Development，http://cssd.acca21.org.cn/2001/workshop/17.html [5] Zhu Liang，“Knowledge Economy