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All tests were carried out using research equipment of The Head Regional Shared Research Facilities of the Moscow State University of Civil Engineering.
International Journal of Civil Engineering and Technology (IJCIET) 8(1) (2017) 498–503
International Journal of Civil Engineering and Technology (IJCIET) 8(3) (2017) 1123–1130
International Journal of Civil Engineering and Technology (IJCIET) 10 (04) (2019) 390-399
[19] Inozemtcev, A., Korolev, E., Duong, T.: Physical and mechanical properties of cement stone with superabsorbent polyacrylate solutions, Magazine of Civil Engineering 89(5) (2019) 179–186

Comparison of Energy Efficiency Standards in the Public Building of China, the US, the UK Lin Gu1, a, Yurong Zhang2,b and Yuanfeng Wang3,c 1School of Economics and Management, Beijing Jiaotong University, Beijing, 100044, China 2School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China 3School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China a2008.strawberry@163.com, bzhangyr1988@126.com, ccyfwang@bjtu.edu.cn Keywords: Comparison; Public buildings; Energy consumption; Standard Abstract.
In 1975, The American Society of Heating, Refrigerating, and Air-conditioning Engineers (ASHRAE) issued the first building energy efficiency standards, ASHRAE90-75 energy efficiency standards for new building design.
Table 1 Building energy efficiency design standards of the state system Building Civil Building Residential Building Severe Cold Area Design Standard for energy efficiency of civil building in severe cold and cold area, JGJ26-2010, implemented on August 1, 2010.
Hot Summer Cold Winter Area Design Standard for energy efficiency of civil building in hot summer cold winter area, JGJ134-2010, implemented on August 1, 2010.
Hot Summer Warm Winter Area Design Standard for energy efficiency of civil building in hot summer warm winter area, JGJ75-2012, implemented on April 1, 2013.

Communication Network Analysis of Project Teams in Korean Building Constructions KIM Jae Yeob1, a, NO Sang Tae2, b and PARK Yong Kyu3, c 123Dept. of Architectural Engineering, Korea National University of Transportation, Chungju, Korea akimjy67@ut.ac.kr, bstno@ut.ac.kr (corresponding author), cpykexit@ut.ac.kr Keywords: Building Construction, Project Team, Communication Network, Social Network Analysis Abstract.
Nowadays, studies using SNA of social science areas are being conducted in the architectural engineering area.
Table 2 Analysis results of communication network (degree centrality) Project A Project B Project C Position Degree centrality Position Degree centrality Position Degree centrality Construction deputy manager 3.7 Architectural head 3.8 Construction deputy manager 3.7 Architectural inspector 3.2 Construction deputy manager 3.6 Architectural inspector 3.3 Purchasing deputy manager 3 Inspection manager 3.5 Purchasing deputy manager 2.8 Construction manager 2.8 Architectural assistant 3.5 Architectural head 2.8 Architectural head 2.8 Architectural inspector 3.2 Construction manager 2.7 Architectural assistant 2.6 Construction manager 2.5 Architectural assistant 2.6 Inspection manager 1.9 Purchasing deputy manager 2.4 design inspector 2.2 Architectural designer 1.3 Civil inspector 2.3 Inspection manager 2.1 Civil inspector 1 Facility inspector 2.2 Architectural designer 1.3 Electrical inspector 1 Electrical inspector 1.9 Civil inspector 1.1 Association director 1.5 Electrical inspector 1.1
Table 3 Analysis results of reliability network (degree centrality) Project A Project B Project C Position Degree centrality Position Degree centrality Position Degree centrality Construction manager 4.6 Construction deputy manager 3.6 Construction manager 4.4 Purchasing deputy manager 4.3 Architectural head 3.6 Architectural head 3.7 Construction deputy manager 4.3 Purchasing deputy manager 3.5 Inspection manager 3.6 Architectural head 3.9 Architectural assistant 3.5 Construction deputy manager 3.5 Architectural inspector 3.9 Inspection manager 3.5 Purchasing deputy manager 2.8 Architectural assistant 3.3 Facility inspector 3.5 Architectural inspector 2.8 Civil inspector 3.2 Architectural inspector 3.5 design inspector 2.7 Electrical inspector 3.1 Construction manager 3.4 Civil inspector 2.7 Architectural designer 2.9 Civil inspector 3.4 Architectural designer 2.4 Inspection manager 2.6 Electrical inspector 3.3 Architectural assistant 2.3 Association director 2.8 Electrical inspector
Galotti: Social Network Model of Construction, ASCE Journal of Construction Engineering and Management, Vol.134, No.10 (2008), pp.804-812

The first type of glass-fibre-concrete developed by VUSTAH has been determined and produced for the utilization in façade panels especially, but currently the GFC technology and quality is developed and aimed to use it also as parts of load-carrying civil engineering structures.
Štrba: Loading tests of ferro-cement panels for horizontal slab structures, In Proceedings of the 3rd European Conference on Civil Engineering (ECCIE’12) “Recent Advances in Engineering”, North Atlantic University Union & WSEAS, WSEAS Press: Paris, 2012, 6 pp.

Storage tanks are widely used in the commercial, nuclear power plant, civil, especially in petrochemical industry.
World Earthquake Engineering, 2001, 17(4): 61－66
China Civil Engineering Journal, 2004, 37( 10): 19－27
Substructure pseudo dynamic testing technology research, Civil Engineering Journal, 2010, 43(3): 120－123
Civil Engineering Journal, 2010: 516－519

The papers are grouped as follows:
Chapter 1: Novel Composite Materials and their Behaviour;
Chapter 2: Advances in Machining and Materials Technology;
Chapter 3: Research Trends in Nanotechnology and Nanomaterials;
Chapter 4: Electronic, Opto-electronic, Photonic and Thermoelectric Materials and Devices;
Chapter 5: Advances in Civil Engineering Materials and Constructions;
Chapter 6: Advances in Welding Technology;
Chapter 7: Corrosion Protection;
Chapter 8: Analysis of Pipes and Structures;
Chapter 9: Characterization of Materials and Computational Material Science;
Chapter 10: Advances in Dielectric Materials;
Chapter 11: Miscellaneous Research Topics.

Stduy on the stability analysis method of the anchored soil slope based on the theory of plasticity limit Xiangqiu Wang1,a, Wentao Yang2,b, Yuhong Zhang1,c 1 Dept. of Civil Engineering, Foshan University, Foshan,528000, China 2Faculty of Civil Engineering of Guangdong University of technology ,510006, China atongji_wxq@163.com,b yangwentaodedede@163.com, czyh@fosu.edu.cn Keywords: analysis of plasticity limit;method of circular slip;stability analysis of slope; theorem of virtual work Abstract: Based on the analysis theory of plasticity limit, a formula of virtual work and an energy equation are established for the stability analysis of anchored soil slope, in which the soil nails and anchors are regarded as the internal structure which consumes the external power in the soil slope engineering.In the meantime, based on the simplified method of circular slip, another formula which can consider many factors such as the self-weight of slope, earthquake force, pressure of pore water
Introduction The soil slope widely exists in the highway, railway, deep excavation and other areas of civil engineering.
Chen: Journal of Geotechnical Engineering, Vol. 24 (2002) No.1,p.1.
Wang: Journal of Hydraulic Engineering,(2008),No.5,p.535.
Shi:Engineering Geology (China Architecture & Building Press, China,2006)

The Institute of Concrete Engineering was founded in 1940 as the predecessor of today's Department.
He was the first one who introduced the lectures on mathematical elasticity with the implementation on reinforced concrete slabs and walls and lectures of applied mathematics on Faculty of Civil Engineering.
In 1975 the Department started the education of civil engineers with the use of computers in the design of load-bearing concrete structures.
Benko is the President of the Slovak Chamber of Civil Engineers, both members of the Department.

Research status and prospect of transmission tower structure damage identification Liu Weixing1 Lu Ling1 Li Zhichun2 1.School of Civil Engineering and Architecture, Northeast Dianli University, Jilin, 132012, China; 2.DUT Computer Control Engineering co.Ltd Liaonin, Dalian, 116045,China; Key words: transmission tower;damage identification;pattern recognition;health monitoring Abstract: To have a comprehensive summary of existing methods for damage identification of transmission tower so as to provide systematic and effective information, from aspeces of data sources and analytical methods, the existing methods of damage identification were summarized to sort out the technical evolution of the various damage identification methods including the static and dynamic damage identification and inversion and pattern recognition methods.Then, the application status, advantages and disadvantages of various methods were analzed, and the improvement ideas and methods were summarized
From the beginning of the 1970s, scholars in the field of civil engineering began to realize the importance of large-scale civil engineering structures health monitoring and safety assessment.
To this end began to study a variety of effective damage identification technology, a lot of research work and has invested huge amounts of money in damage identification and health monitoring of offshore oil platforms, creating a precedent for structural damage identification technology in the field of civil engineering applications[1].
After years of research, although in the field of structural damage identification number of methods have been developed, but due to the distribution and extent of damage civil engineering structural damage is very random, no clear source of vibration and vibration testing environment is not controllable, unique personality and relatively complex characteristics, the application of these methods in practical engineering encountered many difficulties.
[4]Salawu O S, Williams C.Bridge assessment using forced-vibration testing[J].Journal of Structural Engineering,1995,121(2):161-173.

Experimental Research on Resistance to frost of Rubberized Concrete XU Jin-hua1, 2, a, CHEN Si-li1, b, WANG ying1,c, Liu Ming1,d 1School of Architecture & Civil Engineering, Shenyang University of Technology, No.111, Shenliao West Road, Economic & Technological Development Zone, Shenyang, 110870, P.R.China 2School of Resources & Civil Engineering, Northeastern University, No.11, Lane 3, WenHua Road, HePing District, Shenyang, Liaoning, 110819, P.R.China axjhnet@sina.com, bchen1458@sina.com, cren-jianwei@hotmail.com, d409172651@qq.com Keywords: rubberized concrete; resistance to frost; dynamic elasticity modulus.
In recent years, rubber aggregate concrete has been given much attention in civil engineering.
Journal of Materials in Civil Engineering, 2008, 11: 692-699
Journal of materials in Civil Engineering, 2007, 2: 173-178
Journal of Materials in Civil Engineering, 2007, 2: 173-178.