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Kaytukov1,e 1 Moscow State University of Civil Engineering, 26, Yaroslavskoe Sh., Moscow, 129337, Russia a alexander.belostotsky@gmail.com, b 12vm3@mail.ru, с serg_msk89@mail.ru, d pavel.akimov@gmail.com, e tkaytukov@gmail.com Keywords: finite element method, numerical simulation, computer simulation, structural strength, stability, high-rise panel buildings, mathematical modelling Abstract.
Bathe, Advances in the multiphysics analysis of structures, Chapter 1 in Computational Methods for Engineering Science, B.H.V.
Bathe, The Finite Element Method, in Encyclopedia of Computer Science and Engineering, B.
Hughes, The Finite Element Method: Linear Static and Dynamic Finite Element Analysis (Dover Civil and Mechanical Engineering), Dover Publications, 2000
Fialko, Problems of computational mechanics relate to finite-element analysis of structural constructions, International Journal for Computational Civil and Structural Engineering, Vol. 1, No. 2 (2005) 72-86.

Numerous researches over the last decade, pursued at the Institute of Engineering Materials and Biomaterials of the Silesian University of Technology, have been relating to the application of neural networks for modeling and simulating different concepts in the field of materials science and engineering [1–3].
Similar as in the research field P corresponding to a consumer approach, the following seven thematic areas were distinguished: (P1) Biomaterials surface engineering, (P2) Metallic structural materials surface engineering, (P3) Non-metallic structural materials surface engineering, (P4) Tool materials surface engineering, (P5) Steel surface engineering for the automotive industry, (P6) Surface engineering of glass, micro- and optoelectronic elements and photovoltaic elements, (P7) Polymer materials surface engineering.
The results of the simulation experiments performed reveal the certain and rapid development of tool materials surface engineering (P4), functional materials engineering (P6) and biomaterials surface engineering (P1), as signified by the highest values of a growth trend for such areas if the optimistic variant of future events takes place with a 25% probability.
There is no clear pattern of changes in the trends observed for metallic structural materials surface engineering (P2).
Domagała-Dubiel, Unique properties, development perspectives and expected applications of laser treated casting magnesium alloys, Archives of Civil and Mechanical Engineering 12/3 (2012) 318–326

Finite Element Analysis of Post Tensioned I-Beam with Web Openings Jyothis Alex1,a*, Vinay Mathews2,b 1P.G.Student, Department of Civil Engineering, Amal Jyothi College of Engineering, Kanjirapally, Kottayam, Kerala, India. 2Assistant Professor, Department of Civil Engineering, Amal Jyothi College of Engineering, Kanjirapally, Kottayam, Kerala, India.
“Static response of pre-stressed girders with openings” Journal of structural Engineering”1992 [2] F.
“Analysis of beams pre-stressed with unbounded Internal or external tendons” Journal of Structural Engineering,1993 [3] Nabil F.
Grace “Dynamic characteristics of post-tensioned girders with web openings” Journal of structural engineering / June 1996 [4] N.
Lopes “Flexural Response of Continuous Concrete Beams Pre-stressed with External Tendons” American Society of Civil Engineers, 2013

Numerical tests on laterally loaded drilled shafts socketed in rock Shuaijie Yuan1,a, Kunyong Zhang2,b , Zijian Liu3,c and Jiancheng Li4,d 1 Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China 2 Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China 3 China Highway Engineering Consulting Group Company LTD 4 China Highway Engineering Consulting Group Company LTD ayuanshjx@163.com, bky_zhang@hhu.edu.cn, cjason007@sina.com, dljc1971@me.com Keywords: drilled shafts, lateral loads, ultimate bearing capacity, numerical tests.
Journal of Geotechnical Engineering,ASCE,118(6), (1992).839-855
“p-y Criterion for Rock Mass. ” Journal of Geotechnical and Geoenvironmental Engineering.10.1061/(ASCE)1090-0241(2009) 135:1(26)
Department of Civil Engineering of North Carolina State University, Civil Engineering Research, 2002
Report R-8 8 -176, Dept. of Civil Engr., Carnegie Inst. of Technology

Prediction of Deformation of Adjacent Existing Running Tunnel due to beneath Shield Tunneling Jiayin Luo1, a, Deyun Ding1, b, Xiaoqi Xiao2 and Weiming Ren3 1Beijing Urban Engineering Design and Research Institute Co., Ltd., Beijing, 100037, China 2Beijing Jiaotong University, Beijing, 100044, China 3Beijing University of Civil Engineering and Architecture, Beijing, 100044, China aluojiayin@buedri.com, bdyding2301@163.com Keywords: Shield tunneling, Adjacent existing running tunnel, Deformation, Numerical simulation Abstract: With the rapid development of metro engineering construction in China, the impact of shield tunneling on adjacent existing building has been paid more and more attention in recent years.
Taken the Jiulongshan-Dawanglu running tunnel of Beijing Subway No.14 built by shield method as engineering background, a three-dimensional numerical model based on the soil-structure interaction theory is established by using the finite element software ANSYS to simulate the shield tunneling beneath the adjacent existing running tunnel of Beijing Subway No.1.
Engineering Geology and Hydrogeology There are mainly 14 soil layers on the basis of the geological section map of the station [1].
The calculation assumes include the following aspects: (1) During the construction period, the normal working condition is only considered, and the earthquake and civil air condition is not included; (2) The materials of existing running tunnel and shield tunnel are in linear elastic state; (3) The relationship between the structure and soil meets the principle of deformation coordination.
Zhang: Chinese Journal of Rock Mechanics and Engineering, Vol. 29(3) (2010), p. 603.

Role of Activation in Formation of Polymer Composite Properties KAZMIRCHUK Nataliia1,a*, KOROBKO Oksana2,b, SEMENOVA Svetlana3,c, and ROZHNIUK Olena4,d 1Odessa State Academy Civil Engineering and Architecture, Department of Production of Building Products and Constructions, Didrihsona st. 4, 65029 Odessa, Ukraine 2Odessa State Academy Civil Engineering and Architecture, Department of Architectural Constructions, Didrihsona st. 4, 65029 Odessa, Ukraine 3Odessa State Academy Civil Engineering and Architecture, Department of Chemistry and Ecology, Didrihsona st. 4, 65029 Odessa, Ukraine 4Odessa State Academy Civil Engineering and Architecture, Department of Processes and Apparatus in the Building Materials, Didrihsona st. 4, 65029 Odessa, Ukraine ankazmirchuk8@gmail.com, bokskorobko71@gmail.com, csemenovablacksea@gmail.com, dpatsm@ukr.net Keywords: polymer-containing compositions, structure, organization, activation, filler, fractal-matrix resonator, structure organization,
Tabassi, Effects of Different Curing Regimes on Engineering Properties of Polymers - Modified Mortal, Journal of Materials in Civil Engineering. 24.4 (2012) 474-478

Additional calculations are made in the Scia Engineer [11].
The verifying calculation is the Scia Engineer uses similar mesh.
In engineering practice, such difference can be neglected.
Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2009, 2009, Funchal, Madeira. 14p.
[11] Scia Engineer [online]. 2012 [cit. 2012-01-01]. < http://www.scia-online.com>

The improved soil model of finite compressible layer Li Na Yao1, a, Guang Hua Yang1,2,3, b, Peng Hua Wang4, c 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, China 2The Geotechnical Engineering Technology Center of Guangdong Province, Guangzhou, China 3 Guangdong Research Institute of Water Resources and Hydropower, Guangzhou, China 4 Taishan Nuclear Joint Venture Co.
The commonly used models in engineering practices are the Winkler’s model, elastic half space model and finite compressible layer model.
Therefore, they are seldom used in the conventional engineering designing.
References [1] South China University of Technology, in: Foundation Engineering, edited by China Architecture &Building Press, (2003)
[4] Guang Hua Yang, Peng Hua Wang and You Liang Qiao: An undisturbed-soil secant modulus method for calculation of nonlinear settlement of soil foundations (China Civil Engineering Journal,China 2007)

Influence of concrete strength grade and age on three tensile strengths Xi xi He Ping Fang School of Civil and Transportation Engineering Beijing University of Civil Engineering and Architecture Beijing, China hexixi@bucea.edu.cn fang0914@126.com Keywords: direct tensile strength; splitting tensile strength; flexural strength Abstract.
By contrast, the lack of direct tensile test data does little help to obtain tensile strength conversion formulas with extensively engineering significance.
[3] China civil engineering society.
[4] China civil engineering society.
[5] China civil engineering society.

The Research on Testing Processing Effect of Dynamic Compaction Subgrade Based on Transient Rayleigh Wave Method Yankai Wu1,2, a, Huiyu Wang1,b and Xiansong Sang1,c 1College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, China 2Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation ( Shandong University of Science and Technology) ,Qingdao,China awuyaikai2000@163.com, b 542535439@qq.com, c158179034@qq.com Key words: Transient Rayleigh wave; Dynamic compaction; Testing Abstract: As a convenient and rapid nondestructive testing method, transient Rayleigh wave has an increasingly wide range of applications in engineering, and the testing result is increasingly accepted in the engineering domain.
With engineering examples, this article mainly analyzed the nondestructive testing principle and detected the data processing method.
By analyzing the engineering example that using transient Rayleigh wave method to detect the effect of dynamic compaction about foundation, the conclusion that transient Rayleigh wave could conveniently and rapidly detect the effect of dynamic compaction about roadbed of the expressway was farther proved, which has certain provide engineering significance for the future engineering detection.
Similarly , in the highway engineering, the effect of dynamic compaction impact and heavy roller compact also can make quality control with these two parameters, among them, the shear wave velocity method applied in the engineering more and more because of its rapid, simple ,and can undertake large area quality general survey[4].
References: [1] Jie Liu Application of Rayleigh Wave Survey for Soft Subgrade Treatment of the Aircraft Park in Zhuhai Exhibition Sold Engineering and Foundation, 2000 Vol.14 No.1 39-43 [2] Liyuan Tong, Chen Zhengzhou, Fang Lei etc Application of transient Rayleigh Wave Method for Engineering Inspection Hydrogeology And Engineering Geology 1999, 6, 52-56 [3] Kechao Huang, Zhang Yonghui Research on Compactness Method of Coarse Grained Soil Roadbed Examined by Rayleigh Wave Highway 2004 No.4 116-120 [4] Jinhua Wang Rayleigh Wave Testing Technique and It’s Application Sold Engineering and Foundation 2006 Vol.20 No.4 98-100