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Chowdhury, “Glass powder as replacement of cement for concrete – an investigative study,”European Journal of Environmental and Civil Engineering, vol. 26, no. 3, pp. 1046–1063, 2022
Optimization of Sustainable Concrete Mixes Containing Binary and Ternary Blends", Key Engineering Materials, 2020 [6] A.
[8] Vasudevan, G.; Evaluation of Mechanical Properties of Eggshell Powder and Palm Kernel Shell Powder as Partial Replacement of Cement, Lecture Notes in Civil EngineeringVolume 139 LNCE, Pages 21 - 302021 4th International Conference on Architecture and Civil Engineering, ICACE 2020 [9] Khaloo, M.
Faghihi, “Experimental investigation of eco-friendly concrete utilising waste glass,” Proceedings of the Institution of Civil Engineers - Engineering Sustainability, vol. 173, no. 4, pp. 174–183, 2020
Advances in Materials Science and Engineering, 2021, 1–9. https://doi.org/10.1155/2021/3632991.

Becker, The prospects for the use of composite reinforcement, FEFU: School of Engineering Bulletin. 11 (2012) 7-13
Puharenko, Gypsum concrete composites reinforced with basalt fibers, Bulletin of Civil Engineers. 37 (2013) 152-156
Krasinikova, Strength and deformability of concrete structures reinforced with fibre-reinforced polymer bars, Magazine of Civil Engineering. 2 (2016) 32-41
Sprinkel, Polymer materials to enhance performance of concrete in civil infrastructure, Polymer reviews. 49 (2009) 1-24
Karavaev, Liquid corrosion of concrete in the environment with various degree of aggressiveness, Bulletin of Civil Engineers. 63 (2017) 113-118

A Simplified Design Method on Steel Beam Strengthened with CFRP Qiang HU1, 2, Songlin JIA1, Jinbiao CHEN1 and Jun ZHANG1 1Department of Civil Engineering, Guangxi University of Technology, Liuzhou, 545006, China 2College of Civil and Architectural Engineering, Guangxi University, Nanning, 530004, China huqiang1978_2@163.com, jslt1@126.com, cjb1969@163.com, zhangjun2396@sina.com Keywords: Carbon fiber-reinforced polymer, Material utilization ratio, Single axisymmetric steel beam, Ultimate capacity.
Composites Part B: Engineering, Vol.32(2001), p. 309-322
Journal of Bridge Engineering, Vol.6(2001), p.514-522
(in Chinese) [8] Deng Jun, Huang Peiyan: Fatigue behaviour of adhesive bonding in steel beams strengthened with a CFRP plate[J].China Civil Engineering Journal, Vol.41(2008), p.14-18.
Engineering Mechanics, Vol.22(2005), p.181-187.

Structure Statics Finite Element Model Updating Based on Response Surface Methodology Miaoyi Denga, Guanghui Lib School of Civil & Architectural Engineering, Zhengzhou Institute of Aeronautical Industry Management, Zhengzhou, 450052, China adeng_miaoyi@163.com, bzzulgh@163.com Key words: structure; FE model updating; static-load testing; response surface methodology Abstract.
This method is applied earliest in chemistry, agriculture, aviation, machinery and so on experimental areas [7], and is gradually applied in civil engineering (structure reliability analysis) fields [8, 9].
Ren: Journal of Structural Engineering.
Vol. 131(2005), p. 617 [3] Lichu Fan, Wancheng Yuan, Qiwei Zhang: China Civil Engineering Journal.
Imbaro: Journal of Structural Engineering.

Application of Concrete Bar-type Plank in Constructional Engineering A Case Study of State Key Laboratory for Green Building Materials Ying Cao1, a, Jinpeng Yang 2,b 1 School of Mechanics & Civil Engineering of China University of Mining and Technology (Beijing), D 11, Xuyuan Road, Haidian District, Beijing 100083, China. 2 China Architecture Design & Research Group, No.19, Chegongzhuang Avenue, Beijing 100044, China.
In view of current situation in China that most civil architectures are using reinforced concrete framing structure and Three-plank-one-column system is less known, we need to adjust and deepen the research on the system in order to propose demonstrative technical measures for widespread use of concrete bar-type plank so that it can be manufactured in lot sizing, standardized in use and market-oriented developed.
The construction of State Key Laboratory for Green Building Materials is a good chance and a living example for its further wide application in city civil architectures.

Calculation of corrosion losses on weathering steel structures Vit Krivy1,a, Lukas Fabian2,b 1 VSB-TU Ostrava, Faculty of Civil Engineering, Ludvika Podeste 1875, Ostrava-Poruba, 708 33, Czech Republic 2 VSB-TU Ostrava, Faculty of Civil Engineering, Ludvika Podeste 1875, Ostrava-Poruba, 708 33, Czech Republic avit.krivy@vsb.cz, blukasfabian@centrum.cz Keywords: weathering steel, steel structures, corrosion, corrosion losses, corrosion rates Abstract.
Acknowledgement This paper has been carried out thanks to the financial contribution granted to the project “Creation and internalisation of advanced team of experts and increasing of their excellence in the Faculty of Civil Engineering, Technical University of Ostrava” under reg.  
The paper has been also supported by the project of “Conceptual development of science and research activities on the Faculty of Civil Engineering, VSB-TU Ostrava”.

Experimental Studies on Anaerobic Digestion of Straw Stalk Mixed with Pig Dung Xiaofei Sun1, a, Shuangying Zheng2, b*, Xuetong Liu3, c, Hui Ye 4, d 1 Faculty of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China, Post Code: 610031 2 Faculty of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China, Post Code: 610031 3 Faculty of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China, Post Code: 610031 4 Faculty of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China, Post Code: 610031 a554155085@qq.com, bzsy200410@163.com, c123563649@qq.com, d364448242@qq.com Keywords: straw stalk, pig dung, anaerobic digestion, methane Abstract: A series of anaerobic digestion experiments on straw stalk mixed with pig dung was carried out at mid-temperature (35℃) by using the self-designed continuous stirring tank reactor (CSTR) in different organic load rates (OLR).

Relationship between Compressive Strength and Young’s Modulus of Cement Paste with Recycled Concrete Powder Jaroslav TOPIČ1,a *, Jan TREJBAL1,b, Tomáš PLACHÝ1,c and Zdeněk PROŠEK1,d 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Praha 6, Czech Republic ajaroslav.topic@fsv.cvut.cz, btrejbal.jan@fsv.cvut.cz, cplachy@fsv.cvut.cz, bzdenek.prosek@fsv.cvut.cz Keywords: Recycled concrete, recycled concrete powder, recycled concrete fines, mechanical properties, cement replacement.
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering and the Faculty of Civil Engineering, CTU in Prague.

The Seismic Performance Analysis of Brick Masonry Wall between Windows with Central Reinforced Concrete Constructional Columns Jing Yang 1, a, Wenfang Zhang 1, b 1 Taiyuan University of Technology, College of Architecture and Civil Engineering, Taiyuan China a yangjing3226@163.com, bzhangwenfang@tyut.edu.cn Keywords: Brick masonry, Wall between windows, Seismic behavior, Constructional column, Flexural failure, Finite element Abstract.
And brick masonry structure is still widely used in the field of industrial and civil architecture as it’s practicality, economic and simple construction procedure.
China Civil Engineering Journal, Vol. 43 (2010) p.130-135.
China Civil Engineering Journal, Vol. 43 (2010) p.42-47.
Fu: ABAQUS Structure Engineering Analysis and Example Explanation, (China Building Industry Press, China 2010). p. 42-47.

Deformation Characteristics of Concrete under Uniaxial Compression Guojun Liu 1, a 1 College of Civil Engineering, Sichuan Agricultural University, China a uontang@163.com Keywords: Concrete, Deformation, Uniaxial compression, crack Abstract: Depth study of deformation characteristics of concrete can reveal failure mechanism of concrete materials based on strain.
China Civil Engineering Journal.
China Civil Engineering Journal.
Journal of Civil Engineering, 1991, 24 (4): 38-47