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The Promotion Policy of Solar Energy Application and its Research Progress for Technical Standard System in China Guoyi Li Key Laboratory of Environmental Protection in Water Transport Engineering Ministry of Communications Tianjin Research Institute for Water Transport Engineering, M.O.T, Tianjin 300456, China lguoyi@126.com Key words: Solar Energy, Promoting Policy, Technical Standards, Photovoltaic Industry.
In this article, we need a set of reasonable design and a high operability technical standard to make the solar energy, as practical application engineering, can be understood or measured in a complex system of progress of technical standard system for industry planning, management and decision support.
It included “the civil construction technical specification for application of solar photovoltaic system”, “solar heating project technical specifications”, “the civil construction technology of solar energy air conditioning engineering”, “passive solar building design procedures”, “renewable energy construction application engineering evaluation standard”, “the civil building photovoltaic components”, and “the civil construction atlas of solar PV system design and installation”.

The aim of this 3-volume set is to bring together the expertise of scientists and engineers, in academia and industry, who are active in the field of non-destructive testing and evaluation.
The headings of the various sections are: Materials Characterization, Signal and Image Processing, Ultrasonics, Guided Waves, Acoustic Emission, Eddy Current Testing, EMAT, Magnetic Methods, Optical Methods, NDE in the Electronics Industry, Industrial Applications, NDE in Agriculture, Microsensor/MEMS/Nano, Fatigue and Fracture, Radiography and Neutron Radiography, Acoustics and Vibration, Civil Infrastructure, Personnel Qualifications and Standards, Reliability, Composite Materials and Structures, Health Monitoring, Bio and Medical NDE, Smart Materials and Structures, Nuclear Industry, Welding.

Influence of Bending of Plastic Vertical Drain on Consolidation via Vacuum Preloading Binbin Xu1, a, Shotaro Yamada2,b and Toshihiro Noda2,c 1 Tianjin Port Engineering Institution Ltd. of CCCC.; Key Lab. of Geotechnical Engineering of Tianjin; Key Lab. of Geotechnical Engineering, Ministry of Communication, Tianjin 300222, China; 2 Department of Civil Engineering, Nagoya University, Nagoya 464-8601, Japan axubinbin@tpei.com.cn, bs.yamada@i.soil.civil.nagoya-u.ac.jp, cnoda@i.soil.civil.nagoya-u.ac.jp Keywords: Bended PVDs, macro-element method, vacuum preloading, soil-water coupled, FEM.
Li: Chinese Journey of Geotechnical Engineering Vol. 35 Supp. 2 (2013), p. 712-716.
Noda: submitted to the 4th International Conference on Civil Engineering, Architecture and Building Materials (2014)
Hayashi: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 12 (2005), p. 1552–1561
Noda: submitted to The 3rd International Conference on Civil Engineering and Urban Planning (2014).

Historical Covered Timber Bridge in Gelnica Near Station BALAZ Ivan1, a *, KAMENICKA Zuzana1,b and KOLEKOVA Yvona2,c 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Metal and Timber Structures, Radlinskeho 11, SK-810 05 Bratislava, Slovakia 2Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, SK-810 05 Bratislava, Slovakia aivan.balaz@stuba.sk, bzuzana.kamenicka@stuba.sk, cyvona.kolekova@stuba.sk Keywords: historical bridge, timber covered bridge, structural system, construction, details Abstract.
Ferjencik, Timber structures in Czechoslovak Socialist Republic, in: Proceedings of scientific works of Faculty of Civil Engineering, 1965, STU Bratislava, Slovakia.
Ferjencik, About important timber covered bridges in Slovakia, in: Proceedings of 2nd International Conference Timber in Civil Engineering Structures, September 8-11, 1980, Bratislava – Kocovce, Slovak Republic, FCE STU in Bratislava, pp. 197-213.
Dutko, Timber load-carrying structures in Czechoslovak Socialist Republic, in: Proceedings of 3rd International conference Timber in Civil Engineering Structures, September 4-6, 1984, Bratislava – Kocovce, Slovak Republic, FCE STU in Bratislava.
Balaz, Chapter 17 Bridge Engineering in the Slovak Republic, in: W.F.

Monitoring of Deformation of Steel Structure Roof of Football Stadium Slavia Prague Jiri Litos1,a, Eva Vejmelkova2,b and Petr Konvalinka3,c 1,3CTU in Prague, Faculty of Civil Engineering, Department of Experimental Centre, Thakurova 7, 166 29 Prague 6, Czech Republic 2CTU in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thakurova 7, 166 29 Prague 6, Czech Republic ajiri.litos@fsv.cvut.cz, beva.vejmelkova@fsv.cvut.cz, cpetr.konvalinka@fsv.cvut.cz Keywords: Dynamic and static load, inductive sensors, laser sensors, deformation.
Introduction Experimental Centre (EC) of the Faculty of Civil Engineering at the Czech Technical University in Prague is accredited department.
EC provides experimental works in the civil engineering field regarding mainly static and dynamic testing of structures, structural building elements and materials.
:Untreated measured values ​​of all sensors during the loading cycle Fig. 11.: Evaluation of the deformations Evaluation and conclusions Experimental Center of the Faculty of Civil Engineering (CTU in Prague) carried out load tests on steel roof of stadium Slavia Prague.
[7] P.Konvalinka: Mechanical, Hygric and Thermal Properties of Building Materials and Structures Pragu: CTU in Prague, Faculty of Civil Engineering, 100 p (2011)

Al-Shawaf, Dynamic properties of lightweight ferrocement plates, M.Sc. thesis University of Baghdad, Civil Engineering Department, 1987
Hommadi, Properties of ferrocement sandwich plates with wood fiber composite cores, M.Sc. thesis, University of Baghdad, Civil Engineering Department, 1990
Al-Jalawi, Properties of lightweight concrete reference to the thermal insulation and acoustic impedance, M.Sc. thesis, University of Baghdad, Civil Engineering Department, 1997
Al-Jalawi, Properties of compact lightweight ferrocement plates, PhD. thesis, University of Baghdad, Civil Engineering Department, 2006
Mohammed, Insulating light weight aggregate concrete, M.Sc. thesis, University of Baghdad, Civil Engineering Department, 2009

Aspects of Testing and Material Properties of Fiber Concrete Oldrich SUCHARDA1,a* and Vlastimil BILEK1,b 1VSB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Building Materials and Diagnostics of Structures, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech Republic aoldrich.sucharda@vsb.cz, bvlastimil.bilek@vsb.cz Keywords: Concrete, Fiber Concrete, Tensile Strength, Testing, Material Properties.
Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering.
Steel Fiber Reinforced Concrete, Springer Transactions in Civil and Environmental Engineering, 172 p., 2017, doi:10.1007/978-981-10-2507-5_2 [3] di Prisco, M., Colombo, M. and Dozio, D. (2013), Fibre‐reinforced concrete in fib Model Code 2010: principles, models and test validation.
Quality and mechanical properties of engineered steel fibres used as reinforcement for concrete.
DOI>doi: 10.1016/j.conbuildmat.2012.02.058 [8] Ponikiewski, T., Katzer, J., Fresh mix characteristics of self-compacting concrete reinforced by fibre, (2017) Periodica Polytechnica Civil Engineering, 61 (2), pp. 226-231., DOI: 10.3311/PPci.9008 [9] Kormaníková E., Kotrasová, K.

Dynamical model updating based on gradient regularization method Helong Xu1,a, Jun Xiao2, b, Yuxin Zhang2,c* 1School of Architectural and Civil Engineering, Shanghai Normal University, Shanghai, China; 2School of Architectural and Civil Engineering, Shanghai Normal University, Shanghai, China; axuhelongxhl@163.com, bJunxiao@shnu.edu.cn, czyxsh@163.com, Keywords:structural engineering; identification; elastic modulus; finite elementmethods; gradient-regularization;dynamics;frequency.
The issues such as the choice ofmodel error and the choice of measuring points are discussed as well. 0 Introduction In various analysis and evaluation of engineering structures, the elastic modulus is an important input parameter.
From the numerical simulation results,it can be seen that the proposed method has a certain application value for solving general engineering structure modulus analysis. 1 Solving problems in mathematical description Discrete structure of the equations of motion is as follows: (1) is structural stiffness matrix,is structural mass matrix, isdamping matrix,is total load.
Engineering Mechanics, 2007, 24(10): 6~10.
Civil engineering structure analysis and program design.

Vibration Table Test and Research on Seismic Performance of Reinforced Concrete Eccentric Frame - Shear Wall Structures Bing Li1,a，Heping Jiang2,b，Weihao Wang3,c 1 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; 2 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; 3 College of Civil Engineering Shenyang Jianzhu University, Liaoning, China; aemail:cebli@sjzu.edu.cn; bemail:jhp15942375482@163.com; cemail:wangweihao-1988@163.com Key words : ansys ; Anti-seismic; finite element analysis ; shaking table test .
Abstract: Reinforced concrete eccentric frame - shear wall structures has been widely used in Engineering, but this structure is mostly used for high-rise structure.
Frontiers of Green Building Materials and Civil Engineering.

The Evolution and Discriminate Analysis of the SPT Discrimination Methods in Code of Seismic Design of Building in China Qianyu Zhao1,a, Rui Sun1,b，Yurun Li2,c 1Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, CEA, Heilongjiang, Harbin 150080, China 2College of Civil Engineering, Hebei University of Technology, Tianjin, 300130, China awz_zqy@163.com, biemsr@163.com, ciemlyr7888@163.com Keywords: blow counts of SPT; soil liquefaction; seismic code; liquefaction discrimination Abstract.
This situation is not properly for engineering application.
Journal of earthquake engineering and engineering vibration 1984, 4(2): 95–126.
Institute of Engineering Mechanics China Earthquake Administration, 2013.
(in Chinese) [3] TJ11-78 Seismic design code for industrial and civil buildings [S].