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The physical experiment took place in the climatic wind tunnel at the Institute of Theoretical and Applied Mechanics AS CR in Telč; numerical modelling was done at the Faculty of Civil Engineering of VŠB - TU using Ansys Fluent software.
Hong, Experimental and analytical evaluation of flow in a square-to square wind tunnel contraction, Journal of Wind Engineering and Industrial Aerodynamics. 89 (2001) 247-262
Journal of Fluids Engineering. 119 (1997) 454-458
Wolf, Design of a variable contraction for a full-scale automotive wind tunnel, Journal of Wind Engineering and Industrial Aerodynamics. 56 (1995) 1-21
Pospíšil, Models of load on buildings from the effects of the flow field, Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. 13, 2 (2013) 91–97

Application of Multifractal to Characterize Microscopic Crack Propagation in Red Sandstone Maosen Cao1,2,a, Qingwen Ren 1,b, Pizhong Qiao1,3,c 1 College of Civil Engineering, Hohai University, Nanjing 210098, P.
China 2 College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Tai'an 271018, P.
China 3 Department of Civil Engineering, The University of Akron, Akron, OH 44325-3905, USA a cmszhy@163.com, bqingwenren@163.com, cqiao@uakron.edu Keywords: red sandstone; damage; microscopic crack distribution; multifractal; microscopic crack propagation; image processing Abstract.
Key Engineering Materials, Vol. 312(2006), p. 325-330
Chinese Journal of Rock Mechanical and Engineering, Vol. 21(2002), Issue 7, p. 940-947

Considering the local weather and engineering conditions, the OBC was 5.4% finally.
Journal of Materials in Civil Engineering; 25 (2013), p. 403-410 [4] J.
Journal of Materials in Civil Engineering; 23 (2011), p. 498-505 [5] S.
Pavement engineering materials: Review on the use of warm-mix asphalt.
Journal of Materials in Civil Engineering; 22 (2010), p. 1047–55.

Calculation method of ultimate punching bearing capacity of unbonded prestressed concrete slab Zhi-liu ZHOU1,a, Feng WANG1,b,*, Kang ZHAO1,c , Tao LIU2,d, Ya-nan ZHANG1,e 1College of Architecture & Civil Engineering, Dalian Nationalities University, Dalian 116650, China 2School of Architecture and Civil Engineering, Xiamen University, Xiamen 361005, China azlzhou2013@163.com, bwfeng@dlnu.edu.cn, ckzhao201301@163.com, dtliu1988@126.com, eynz201410@163.com *Corresponding author Keywords: Unbonded prestressed concrete slab; slab-column connections; ultimate punching bearing capacity; virtual work equation.
Fig. 1 Failure mechanism of punching shear 2) The stress of anti-bending reinforcement is expressed as k1fy at the time of punching failure, and the strain energy of anti-bending reinforcement is: , (12) where, k1 is uneven comprehensive correction coefficient of anti-bending reinforcement stress, needs to be obtained through summarizing experiments; Asm is the total area of anti-bending reinforcement intersected with punching failure cone; ρ is reinforcement ratio of anti-bending reinforcement. 3) In practical engineering, the slab body spans greatly, the influence of transverse deformation caused by punching shear of connection on the change of prestress is very small, can be neglected.
(4) The formula is simple in form, convenient for engineering use.
Shen: ASCE Journal of Strcutural Engineering, Vol.112(1986), p.2578-2591
Yan: Journal of Shenyang Architecture Civil Engineering University, Vol.3(2004).

Gramsci, 53 00197 Roma, Italy 2Key Laboratory of Building Safety and Energy Efficiency of China Ministry of Education, Hunan Department of Civil Engineering, Univ. of Southern California, Hunan University, College of civil engineering, Hunan Univ., Changsha 410082, China 3Hunan Univ. and Sapienza Univ. of Rome, College of civil engineering, Hunan Univ., Changsha 410082, China 4Hunan University, College of civil engineering, Hunan Univ., Changsha 410082, China a jimslee007@hnu.edu.cn;zhi.li@uniroma1.it, byanxiao@hnu.edu.cn;yanxiao@usc.edu, cg.monti@hnu.edu.cn;giorgio.monti@uniroma1.it, dwangrui8855@hnu.edu.cn Keywords: lightweight, nail, ply-bamboo sheathing, wood frame shear wall.
The Consortium of Universities for Research in Earthquake Engineering (CUREE) -Caltech loading protocol [5] was adopted for the cyclic tests with a loading rate of 20 mm/min.
Monti, Studies of nail connectors used in wood frame shear walls with ply-bamboo sheathing panels, Journal of Materials in Civil Engineering, DOI: 10.1061/(ASCE)MT.1943-5533.0001167 (2014)
He, Lateral resistance of wood shear walls with large sheathing panels, Journal of Structural Engineering, 123, 12 (1997) 1666-1673
Prion, Cyclic performance of perforated wood shear walls with oversize OSB panels, Journal of Structural Engineering, 125, 1 (1999) 10-18.

Study on Virtual Construction Mode (VCM) in Large-scale Engineering ZHANG Li-mao1, a, CHEN Hong-yu2, WU Xian-guo1 1School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China 2Middle School Attached to Huazhong University of Science and Technology, Wuhan 430074, China azhlm0902@foxmail.com Keywords: Virtual Construction Mode (VCM); Large-scale engineering; Virtual organization; Abstract.
Multi-objective optimization method for tasks scheduling of large-scale engineering project.
Computer Engineering and Applications. 2010, 46(24):217-221. in Chinese ].
Study on Contemporary Integrated Management System of Engineering Projects.
Vision of the large scale engineering construction industry in Europe.

Aware of the importance of the mechanical properties of this type of material, structural and civil engineers have been incentivized to use it in infra-structure renovation, allowing plastics to be used as structural reinforcement, among other applications [1].
Engineering behavior of a sand reinforced with plastic waste.
Journal of Geotechnical and Geoenvironmental Engineering, No. 6, v.128, p.462-472, 2002
Geotechnical and Geological Engineering, v.30, p.75-83, 2002
Turkish Journal of Engineering and Environmental Sciences, v.31, p.171-182, 2007

Bending Strength of Magnesium Oxide Board Chai Teck Jung1,a*, Tan Cher Siang2,b, Tang Hing Kwong3,c and Koh Heng Boon4,d 1Department of Civil Engineering, Politeknik Sultan Idris Shah, Sungai Lang, 45100 Sungai Air Tawar, Selangor, Malaysia. 2School of Civil Engineering, Faculty of Engineering, Universiti Teknologi Malaysia, 81310 UTM Skudai, Johor, Malaysia. 3Department of Civil Engineering, Politeknik Kuching Sarawak, P.O.
Faculty of Civil Engineering and Built Environment, Universiti Tun Hussein Onn Malaysia, Beg Berkunci 101, 86400 Parit Raja, Batu Pahat, Johor, Malaysia.
Wan Hamidon, Vibration performance of profiled steel sheet dry board composite floor panel, KSCE J. of Civil Eng. 17 (2013) 133-138
KSCE J. of Civil Eng. 4 (2000) 175-181
J. of Civil and Env.

Effective Utilization of Industrial and Agricultural Waste for Developing Sustainable Self-Compacting Concrete Riyana M.S.1,a, Dhanya Sathyan2,b* and Haridharan M.K.3,c* 1Research Scholar, Department of Civil Engineering, Amrita School of Engineering, Coimbatore, Amrita Vishwa Vidyapeetham, India 2Assistant Professor (S.G), Department of Civil Engineering, Amrita School of Engineering, Coimbatore, Amrita Vishwa Vidyapeetham, India 3Associate Professor, Department of Civil Engineering, Ramco Institute of Technology, Virudhunagar District, Tamil Nadu, India ariya.riyanams@gmail.com, bs_dhanya@cb.amrita.edu, charai411@gmail.com Keywords: Self compacting concrete, Fly Ash, Rice Husk Ash, Ternary Blends.
In: Proc of the second east Asia–Pacific conference on structural engineering and construction; 1989
Twelfth East Asia-Pacific Conf. on Structural Engineering and Construction — EASEC12 vol 14 Study on strength characteristics of high strength rice husk ash concrete Procedia Engineering pp 2666–72 [17] Naik T R, Singh S S & Ramme B W, “Mechanical properties and durability of concrete made with blended fly ash” ACI Mater J, 95 (1998) p. 454-462
B., “Studies on Rheological Properties of Superplasticised PPC Paste”, International Journal of civil engineering and Technology, vol. 8, no. 10, pp. 939-947, 2017
M., “Influence of mineral admixtures and fibers on workability and mechanical properties of reactive powder concrete”, Journal of Materials in Civil Engineering, vol. 31, 2019 [32] IS: 383-1970.

Senthil Kumaran3,c* 1,2Assistant Lecturer, Department of Civil, Environmental and Geomatics Engineering, University of Rwanda, Kigali, Rwanda. 3Associate Professor and Head of Department, Department of Civil, Environmental and Geomatics Engineering, University of Rwanda, Kigali, Rwanda.
Consideration must be oriented to protecting environment by suggesting the alternative of using the recycled waste material in civil engineering applications rather than dumping them [2].
The land scarcity problem and the creation of green environment push civil engineers to find alternatives to utilize the available sites.
Journal of Engineering and Applied Sciences
International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering Vol:8, No:9, 2014 [10] Hafez M.A., Sidek N. and Md.