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Zhang 3 1 Departamento de Mecánica de Medios Continuos, Teoría de Estructuras e I. del Terreno, Universidad de Sevilla, Camino de los Descubrimientos s/n, 41092 Sevilla, Spain e-mail: wuensche@bauwesen.uni-siegen.de, andres@us.es 2 Departamento de Ingeniería Civil, de Materiales y Fabricación, Universidad de Málaga, Plaza El Ejido s/n, 29013 Málaga, Spain, e-mail: fgsanchez@uma.es 3 Department of Civil Engineering, University of Siegen, Paul-Bonatz-Str. 9-11, D-57076 Siegen, Germany, e-mail: c.zhang@uni-siegen.de Keywords: magnetoelectroelastic materials, dynamic intensity factors, time-domain BEM Abstract.
MEE composites are being used for broadband sensing, actuating devices and many other smart structures which are required in advanced engineering science.
The dynamic crack analysis is an important issue in material sciences and engineering applications of composite materials.
[4] Rojas-Díaz R., Sáez A., García-Sánchez F., Fracture analysis of magnetoelectroelastic media under dynamic loading, Inaugural International Conference of the Engineering Mechanics Institute (EM08), University of Minnesota (USA) (2008).

Based on this concept, the character of Engineered Cementitious Composites and the application of the on-site Engineered Cementitious Composites device is discussed.
Moreover, a new precast Engineered Cementitious Composites device is suggested.
Based on the practical projects, A 6-story frame structure with and without such Engineered Cementitious Composites devices was calculated in 8-degree earthquake zone.
X axis and Y axis prefabricated device should be orthogonal to the pre-installation arrangements Simulation of ECC device Engineering situation.
Acknowledgements This work is supported by 863 Projects, the Reinforced Concrete Used in High-Speed Railway (2008AA030704) and Fine Grain High Strength Steel and Square Steel Applications in Building Key Technologies (2008AA030704), Jiangsu and Nantong Civil Air Defense Office.

Sigunova1,а 1Moscow State University of Civil Engineering, 26 Yaroslavskoye Highway, Moscow, 129337, Russia aasv@mgsu.ru, bifrolova51@inbox.ru Keywords: polymers, temperature stress, elasticity, thermal creep, deformations, viscosity.
In the constructions of multilayer cylindrical shells in heat-and-power engineering the materials, exhibiting rheological properties, such as concrete, polymers or fiber glass are widely used.
Turusov, Nonlinear Modeling of the Kinetics of Thermal Stresses in the Polymer Rods, Advanced Materials and Structural Engineering. (2015) 719-723

Study On Safety Correcting Landlide Method At Tailing Pond Zhao Yu1,a, Pang Wei1, Zhang Baojian1 and Zhou Qiaoyong1 1School of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043,China azhaoyu790113@163.com Key words:vertical prestressed anchor retaining earth wall, slide principle, engineering correction, design, construction Abstract.
The occurrence and the development mechanism of one small slide at a tailing pond slope at the Taihang mountain is analysed with the comprehensive exploration methods such as engineering geophysical prospecting and geological prospecting etc.
This method reaches the purpose of decreasing the masonry and the engineering price.
One small landslide is studied in this paper, and the development mechanism is analysed with the comprehensive exploration methods such as engineering geophysical prospecting and geological prospecting etc.
West-China exploration engineering, 17(7)(2005) 212~214.

Compression behaviour of non-industrial materials in civil engineering by three scale experiments: the case of rammed earth.
Proceedings of the Institution of Civil Engineers - Construction Materials 1–11. https://doi.org/10.1680/jcoma.19.00115 [15] Guihéneuf, Rangeard, D., PERROT, A., Cusin, T., Collet, F., Prétot, S., 2020b.
Academic Journal of Civil Engineering 37, 184–192. https://doi.org/10.26168/icbbm2019.26 [17] Hafshejani, K.S., Moslemizadeh, A., Shahbazi, K., 2016.
Academic Journal of Civil Engineering 33, 80–84. https://doi.org/10.26168/icbbm2015.11 [23] Menasria, Perrot, A., Rangeard, D., Duigou, A.L., 2017a.
Academic Journal of Civil Engineering 35, 148–153. https://doi.org/10.26168/icbbm2017.22 [24] Menasria, Perrot, A., Rangeard, D., Rennes, I., 2017b.

GRC is widely used in construction engineering.
It is widely used in the construction engineering industry.
It mainly includes civil engineering, municipal engineering, agricultural engineering, fishery engineering, water conservancy engineering and environmental art, etc [1].
IEEE Women in Engineering Magazine, 11(1) (2017) 27-29
Revue Canadienne De Génie Civil, 45(6) (2018) 458-468.

Research on a New Type of Energy Dissipation Brace Jieyjing Sui 1, a, Wenfeng Liu2,b 1 Civil Engineering College, Qingdao Technological University, China, 266033 2 Civil Engineering College, Qingdao Technological University, China, 266033 asuijieying@sina.com, b lwfqdlg@263.net Keywords: energy dissipation; little-character-toggle-brace; magnification factor Abstract.
Journal of structural engineering, 1999, 25 : 4, 401-409
Journal of engineering mechanics, 1997,123: 9, 897-909
Journal of structural engineering, 2001,127 : 2, 105-112
Proceedings of the eighth international symposium on structural engineering for young experts, Science Press, 2004,8:494-498

“Study of post-peak strain softening mechanical properties of rock based on mohr-coulomb criterion” , Chinese Journal of Rock Mechanics and Engineering , Vol. 30, issue7, 1460-1466, 2005 [2] MATSUOKA H, Nakai T.
“Stress-deformation and strength characteristics of soil under three different principal stresses”, Proceedings of the Japanese Society of Civil Engineers, 232: 59-70. , 1974 [3] LUO Ting, YAO Yang-ping, HOU Wei.
Proceedings of the Japanese Society of Civil Engineers, 246: 137-138, 1976 [5] YAO Yang-ping, LU De-chun, ZHOU An-nan, ZOU Bo.
Chinese Journal of Rock Mechanics and Engineering, Vol 29, issue 12, 2398–2409, 2010 [7] JOSEPH T G.
“Flac and its application in the mining engineering[J].

Detecting the Crack of Brake Disc of Urban Rail Vehicles Jianwei Yang1,a, Junpeng Li2,b and Jie Li2,c 1School of Machine-Electricity and Automobile Engineering, Beijing University of Civil Engineering Architecture, Beijing, 100044, China 2School of Machine Engineering, Taiyuan University of Science and Technology, Taiyuan, 030024, China arailyjw@163.com, bljpty@sina.cn, cctc-11@163.com Keywords: Brake Disc, Crack, Image Processing, Online Monitoring Abstract.
Acknowledgements This work was financially supported by Funding Project for Academic Human Resources Development in Institutions of Higher Learning Under the Jurisdiction of Beijing Municipality (PHR20110712), and the project of Taiyuan Science and Technology Innovation(NO:09121009), and the Beijing University of Civil Engineering and Architecture Doctoral Fund (NO: 101001704) and Beijing Qualified personnel Culture Fund （2010D005017000007）.
Key Engineering Materials,2005, 297 -300(1) : 34 -39 [5] Jianxing Zhou, Hongli Gao, Zicheng Qi, Huarong Qian: submitted to Journal of China Mechanical Engineering (2011), In Chinese [6] Hanling Zhang, in: The application of MATLAB in image processing, edtied by Tsinghua University Press, Beijing (2008), In Chinese [7] Guoying Mo, Dunwen Zuo, Xiaoxiao Zhu: submitted to Journal of Machinery Manufacturing and Research (2008), In Chinese

Parametric Study of Longitudinal Seismic Pounding Response for RC Girder Bridge Based on Kelvin Impact Model Hui Jianga, Zhiyang Xiongb, Xi Zhuc and Qingshan Yangd School of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China ajianghui@bjtu.edu.cn, b08121769@bjtu.edu.cn, cxzhu@bjtu.edu.cn, dqshyang@bjtu.edu.cn Keywords: RC Girder Bridge; Earthquake Pounding; Kelvin Model; Impact Stiffness; Initial Gap Abstract.
Engineering Mechanics, Vol. 124(7) (1998), p. 794 [4] R.
Jankowski,Wilde, Fujinoy: Earthquake Engineering and Structural Dynamics, Vol. 27(5) (1998), p. 487 [5] A.
Kawashima: Earthquake Engineering and Structural Dynamics, Vol. 30(10) (2001), p. 1511 [6] Liying Nie, Jianzhong Li, Lichu Fan: Engineering Mechanics, Vol. 22(5) (2005), p. 142 [7] Junwen Wang, Jianzhong Li: China Civil Engineering Journal, Vol. 39(1) (2006), p. 54