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A Discrete Model for Diffusion-induced Grain Boundary Deterioration Andrey P Jivkova and John R Yatesb School of Mechanical, Aerospace and Civil Engineering, University of Manchester, UK.
Larger values would describe networks with larger areas of higher energy boundaries, while smaller values – networks with reduced high energy boundaries, such as grain boundary engineered networks.
The results can then be used to assess the reduction in diffusivity with engineered improvements of the GB network.

Demand diagrams based on inelastic spectra: a proposal for the implementation of the capacity spectrum method in the Romanian seismic design code Iolanda-Gabriela CRAIFALEANU1,2 a 1Technical University of Civil Engineering Bucharest, Department of Reinforced Concrete Structures, Bd.
National Conference on Earthquake Engineering, EERI, Berkeley, California (1975) 113122
Hall, Earthquake Spectra and Design, Earthquake Engineering Research Institute, Berkeley, California, 1982

Research on CWR Design on Steel-Concrete Composite Beam Bridge in Alpine Region Weilong Sun1, a, Feng Han2,b (1 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu, 730030) (2 Faculty of Geomatics, LanZhou JiaoTong University, Gansu, 730070) aswlyouyou@gmail.com, bhanfeng740412@mail.lzjtu.cn Keywords: Composite beam bridge, Additional longitudinal force, Additional deflection force Abstract.
Traffic and Transportation Engineering. 2004,4(1):25－28.
Transportation Engineering and Information. 2004,2(2):47－52.

., Moscow, 129337, Russia, Moscow State University of Civil Engineering apavel.akimov@gmail.com (Corresponding Author), bmarina.mozgaleva@gmail.com, сaslami.mojtaba@gmail.com, dgenromgsu@gmail.com Keywords: Discrete-continual finite element method, Structural analysis, Deep beam, Verification, ANSYS Mechanical, Two-dimensional problems, Basic direction, Piecewise constant parameters Abstract.
Al-Tabey, in: Finite Element Analysis in Mechanical Design Using ANSYS: Finite Element Analysis (FEA) Handbook for Mechanical Engineers with ANSYS Tutorials, LAP LAMBERT Academic Publishing (2012)
Yoshimoto, in: Engineering Analysis with ANSYS Software, Elsevier Butterworth-Heinemann (2011)

Engineering 4, p6-10 (2012) [7] A.
American journal of engineering and applied science, ajeassp, 8 (3), p 417-421(2015)
Duprat in: The value of the probabilistic approach for optimizing the durability of concrete products. 26th academic meetings of civil engineering, Nancy, (2008) [9] B.

Local and Nonlocal Model of the Internal Damping Generally the Kelvin-Voigt material model is used in engineering practice to describe the damping process: σ=Eε+γEε (1) where s, ε are the normal stress and axial strain, ε is the rate of strain change, E is the young modulus, γ ist he damping ratio.
Xie, Development of an FRP Deployable Bridge, Master of applied science thesis, Department of Civil Engineering, Royal Military College of Canada, 2007
Shepitko, Nonlocal damping consideration for the computer modelling of linear and nonlinear systems vibrations under the stochastic loads, IOP Conferences, Series: Materials Science and Engineering, 2018

Handling and Stability Study on Non-Rod Aircraft Tractor in Backward-Motion Hongbo Liu1,a , Nengjian Wang1,b 1 College of Mechanical and Electrical Engineering, Harbin Engineering University, Harbin 150001, China alhbcims10@163.com, bwangnengjian@hrbeu.edu.cn Keywords: aircraft tractor; backward-motion; handling and stability; kinematic model Abstract.
Introduction With the development of civil aviation technology, aircraft-tractors are extensively used in marine transporting as support equipment.
Acknowledgment This paper is funded by the International Exchange Program of Harbin Engineering University for Innovation-oriented Talents Cultivation.

Dynamic Anti-plane Characteristic of Two Dissimilar Piezoelectric Media with an Interfacial Crack Tianshu Song1, a, Dong Li1, b , Tammam Merhej1, c 1 School of Civil Engineering, Harbin Engineering University, Harbin, 150001, P.R.
Acknowledgments The present work is supported by the Natural Science Foundation of Heilongjiang Province of China (A00-10) and the Basis Research Fund of Harbin Engineering University (HEUF04008).

Introduction As a class of engineering materials, “textile reinforced flexible composites” identify those classes of composites consisting of coating substrate exhibiting toughness and capability of large deformation and textile carcass providing high tensile strength and dimensional stability to the structure[1, 2], which demonstrate much larger deformation than those of conventional thermo-set or thermo-plastic composites.
Nowadays, the textile reinforced flexible composites have been used in a variety of applications in-among many other fields, civil engineering, architecture and aerospace engineering.

Study of Effective Stress and Surface Subsidence in Pit Precipitation Huaifeng Tong School of Civil Engineering, Luoyang Institute of Science and Technology , Luoyang 471023, P.R.China tonghuaifeng@163.com Keywords: pit precipitation, stress field, effective stress increment, surface subsidence, calculation method.
The construction of underground tunnels, high-rise buildings, municipal engineering and other major projects produce many forms of pit[1].
In the past, the comparative study of engineering calculation results with experimental results shows that the range of surface subsidence and the maximum position and precipitation method and soil, but also closely associated with the pit itself deformed.