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Online since: July 2014
Authors: Elena S. Gogina, Olga V. Yantsen, O. A. Ruzhitskaya
Ruzhitskaya3,c 1 Professor of the Department Wastewater and water ecology, Federal State Educational Institution of High Professional Education ‘Moscow State University of Civil Engineering’ (MGSU), 129337, Russia, Moscow, Yaroslavskoe shosse, 26 2 Specialist in the field of water supply and wastewater of the Department Wastewater and water ecology, Federal State Educational Institution of High Professional Education ‘Moscow State University of Civil Engineering’ (MGSU), 129337, Russia, Moscow, Yaroslavskoe shosse, 26 3 Associate Professor of the Department Wastewater and water ecology, Federal State Educational Institution of High Professional Education ‘Moscow State University of Civil Engineering’ (MGSU), 129337, Russia, Moscow, Yaroslavskoe shosse, 26 aGoginaES@mgsu.ru, b YantsenOV@mgsu.ru, cRuzhitskayaOA@mgsu.ru Keywords: Biological treatment, biofilter, feed, contact time, waste water, reconstruction, treatment plants, integrated waste water treatment.
Online since: February 2016
The conference was organized by Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Czech Republic.
The main objective of the conference was to bring together researchers and engineers devoting their work to experimental mechanics in different areas of engineering applications on a common platform.
The conference objectives were the following:  New methods and applications of deformation and stress analysis in mechanical engineering, civil engineering and other structures
Online since: May 2011
Authors: Sanjay Padmakar Raut, Uday P. Uday
Investigations into Synthetic Fibre Reinforced Concrete Beams Uday Prakashchandra Waghe1,a Sanjay Padmakar Raut 2,b 1 Professor of Civil Engineering,Yeshwantrao Chavan College of Engineering, 2 Lecturer in Civil Engineering,Yeshwantrao Chavan College of Engineering, Wanadongri, NAGPUR 441 110 MS, India audaywaghe@yahoo.com, bsprce@rediffmail.com Key words: Fibre reinforced concrete; Synthetic fibre; Compressive strength; Flexural strength.
Ilki and Yerlikaya: Mechanical behavior of Steel Fibre Reinforced Concrete Used in Hydraulic Structures, Technical University, Civil Engineering Faculty, 80626 Maslak, Istanbul, Turkey
Sharma: Strengthening of Reinforced Concrete Members Under Compression and Bending, Proceedings of the Institution of Civil Engineers.
Li.: Deformation Behavior of Fibre-Reinforced Polymer Reinforced Engineered Cementitious Composite (ECC) Flexural Members Under Reversed Cyclic Loading Conditions, ACI Structural Journal, (2003), p. 25-35
Online since: August 2013
Authors: Yi Zhen Yang, Hong Gan, Zhi Yong Lv
Economic evaluation and analysis of the isolated structure Hong Gan1,a ,Yizhen Yang2, b,Zhiyong Lv3,c 1The President’s office, Anhui Polytechnic University, 8 Beijing Road in Wuhu, China 241000 2College of Civil Engineering and Architecture, Anhui Polytechnic University, 8 Beijing Road in Wuhu, China 241000 3The Civil Engineering School, Anhui University of Architecture, in Hefei, China 230022 agh@ahpu.edu.cn, byyiz2006@163.com, c371280788@qq.com Keyword: isolated building, economic analysis, structural failure probability Abstract: Considerable economic losses caused by the earthquake, while secondary disasters such as fires caused by the earthquake, the city paralyzed, long-term social unrest, especially casualty loss can not be measured by money.
The direct economic losses due to the destruction caused by the earthquake or seismic damage to property, including the building itself damage loss, the destruction of the Interior property damage and other engineering facilities loss.
Introduction to Engineering isolation[M].
Shenyang Architecture and Civil Engineering, 2002 [6] Anhui Provincial Seismological Bureau compiled.
Journal of Civil Engineering,2003
Online since: July 2014
Authors: Svetlana Shilkina, Artur Trusov
., 2,bTrusov Artur 1Associate professor of Moscow state university of civil engineering (National research university, MSUCE), Moscow, 129337, Yaroslavskoye shosse, 26 2Post-graduate student of Moscow state university of civil engineering (National research university, MSUCE), Moscow, 129337, Yaroslavskoye shosse, 26 ashilkina@bk.ru, btrusov.artur@gmail.com Keywords: automated ventilation system, ventilation in public catering, recovery ventilation, recuperation, variable frequency drive One of the most important topic of 21th century is energy savings, and many countries create enterprises which develop standards and codes for construction, repairs and building renovations, including a realistic, cost-effective recommendation aimed at making city buildings become cleaner and more energy efficient.
Avtomatizatsiya proektirovaniya proizvodstva remontnykh rabot zdaniy i inzhenernoy infrastruktury [Computer–Aided Design of Repairs of Buildings and the Engineering Infrastructure]. // Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012. – no. 9. – P. 234-240
Algorithm of scenario verification of buildings and complexes engineering decisions in cad-systems.
Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 5, pp. 344—347
Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2013, no. 1, pp. 218—224.
Online since: July 2013
Authors: Sai Wu, Juan Wang, Jun Hai Zhao, Nan Li
Axial Bearing Capacity of Steel Reinforced Concrete Short Column with Double Circular Steel Tubes Juan Wang1,a, Junhai Zhao1,b, Sai Wu1,c and Nan Li1,d 1School of Civil Engineering, Chang’ an University, Shaanxi, Xi’an, 710061, China awangjuanchd@126.com, bzhaojh@chd.edu.cn, cwusaichd@126.com, dshuiguogongzhu@126.com Keywords: Unified strength theory, Tri-axial compression, Double circular steel tubes, Axial bearing capacity Abstract.
The conclusions can provide a reference for the engineering design.
An engineering example.
Based on the parameters of engineering example above, we discussed the influence of thickness of steel tube and concrete strength on the bearing capacity , as shown in Fig.3.
Southeast University (2002), in Chinese [5] Maohong Yu: Unified strength theory and applications (Springer-Verlag, Berlin 2004) [6] Junhai Zhao: Unified Strength Theory and Its Engineering Application (Science Press, Beijing 2003), in Chinese [7] Jun Zhou, Wenjuan Lou, Junhua Sun: Engineering Mechanics Vol. 24(2007), p. 128-133(155), in Chinese [8] Junhai Zhao, Yan Li, Wenbiao Liang, et al: China Journal of Highway and Transport Vol. 25(2012), p. 58-66, in Chinese [9] Zhao Liu, Junhai Zhao, Juan Wang, et al: Journal of Architecture and Civil Engineering Vol. 28(2011), p. 92-96, in Chinese [10]Haibing Xiao, Junhai Zhao, Shanshan Sun, et al: Journal of Architecture and Civil Engineering Vol. 27(2010), p. 83-88, in Chinese [11]Zhaoqiang Zhang, Junhai Zhao, Yong Yao: Journal of Southwest University of Science and Technology Vol. 23(2008), p. 8-13, in Chinese
Online since: February 2013
Authors: Zhang Ming Li, Wen Xiu Zeng
Loose, slightly dense soft soil has a larger energy absorption capacity and a smaller effect radius of tamping vibration than the dense and hard soil; and the vibration safe control distance is determined as 27.3m in the tests according to the safe boundary determined code of industrial and civil architecture in China.
Introduction Dynamic loading in the static–dynamic drainage consolidation method (SDDCM) widely used in civil engineering is a kind of instantaneous impact loading acted on ground soils, which induces vibration wave spreading in the ground and cause environmental problems.
Industrial and civil buildings must generally meet the requirement of 7 degree seismic resistance [4].
Therefore underground structures of their matching municipal engineering should have corresponding seismic capacity, so horizontal acceleration is better less than 0.1g and vertical acceleration less than 0.2g, which is set as the tamping safe boundary or distance (as in Table 2).
Conference on Recent Advance in Geotechnical Earthquake Engineering and Soil Dynamics (CD-ROM ), ISBN-1-887009-05-1[C].
Online since: January 2015
Authors: Artem Korsun, Volodymyr I. Korsun
Influence of High Temperatures on Surface Cracking of Concrete Studied by Image Scanning Technique (2010) Jordan Journal of Civil Engineering, 4, pp. 155-163
Properties of Concrete at Elevated Temperatures (2014) ISRN Civil Engineering, 15 pp
Analysis of concrete structures under thermal loading (1989) Computer Methods in Applied Mechanics and Engineering, 77, pp. 293-310
Vliyaniye temperatury zamykaniya pri vozvedenii na napryazheniya v nesushchikh konstruktsiyakh [Effect of temperature on the load-bearing structure stresses during the construction] (2008) Magazine of Civil Engineering, 2, pp. 8-16
Effect of fire and elevated temperatures on reinforced concrete structures (2002) Bulletin of Chamber of Civil Engineers, Eskisehir Branch,16:34, pp. 6
Online since: February 2016
Authors: Ondřej Holčapek, Filip Vogel
Introduction There are a lot of structures made of the reinforced concrete in civil and infrastructure engineering.
The use of advanced composite materials with excellent mechanical properties characterizes modern civil engineering and material science.
There are a lot of concrete or masonry elements strengthened by textile reinforced concrete in real engineering [2].
It is necessary studied behavior under loading and mechanical properties of strengthening of elements for greater expansion in civil engineering.
Authors would like to acknowledge the help given by technical stuff of Experimental Centre, Faculty of civil engineering, CTU in Prague.
Online since: October 2017
Authors: Lubos Pazdera, Libor Topolář, Richard Dvořák
Specimens were made per the mixtures (see Table 1) at a laboratory of the Institute of Technology of Building Materials and Components at Brno University of Technology, Faculty of Civil Engineering.
The loading tests were carried out using a Heckert FPZ 100/1 testing machine at a laboratory of the Institute of Building Testing, Faculty of Civil Engineering, Brno University of Technology.
S-16- 2967 supported by Faculty of Civil Engineering of Brno University of Technology.
Kodur: Properties of Concrete at Elevated Temperatures (ISRN Civil Engineering 2014), Article ID 468510
Procedia Engineering. 2013, 65, 260-265.
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