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The Study on the strengthening of wind-resistant for transmission tower in coastal areas Qi Xiao1, a, Zhuo Li2,b, Xiaohai Xu3,c 1, 2 School of Civil Engineering Northeast Dianli University Jilin, China 3Wuzhou Bureau of China Southern Power Grid EHV Transmission Companies, China axiaoqi0432@163.com, blizhuo_tt@yahoo.com.cn, cxu182@126.com Keywords: Transmission Tower, gusset plate model, the strengthening method, the bearing capacity Abstract.
Firstly the check and calculation of wind-resistant of the transmission tower were did, then the paper built the finite element model of the transmission tower to study the weak location with ANSYS software based on the practical engineering accident of PingzhaⅠdual loop transmission lines.
[3] Bino Baljit S.Huns, Gilbert Y.Grondin,Robert G.Driver.Block shear failure of bolted gusset plates[R].Structural Specialty Conference of the Canadian Society for Civil Engineering, 2002, (248): 5-8
Canadian Journal of Civil Engineering, 2006, (33): 395-408.

Determination of The Shear Strength of Unsaturated Loess Based on The Fractal Model Theory of Unsaturated Soils Jingyu Chen1, a, Ying Hai2,b 1School of Civil Engineering and Architecture, Jiaxing University, Jiaxing 314001, P.R.
China 2School of Mechanical and Electrical Engineering, Jiaxing University, Jiaxing 314001, P.R.
The shear strength value of unsaturated loess is required in the design in geotechnical engineering in the North and the North West of China.
Introduction There is lots of loess distributing in the North and the North West part of China, the loess, which comes into contact with civil engineering in these areas, is always in unsaturated state, to research and hold its engineering properties is very important for civil engineer.

Mixture Proportioning Design of Pervious Concrete Using the Paste Content Ratio Method (Aggregate Gradation 19mm~9.5mm and 9.5mm~4.75mm) Jen-Hui Su1,a, Yung-Fa Cheng2,b and Nian-Jhen Wu3,c 1Department of Civil Engineering, Feng Chia University, Taichung, Taiwan 2Ph.D.
Program for Civil Engineering, Water Resources Engineering, and Infrastructure Planning, Feng Chia University, Taichung, Taiwan 3Department of Civil Engineering, Feng Chia University, Taichung, Taiwan ajhsu@fcu.edu.tw, bn124279alex@gmail.com, cw502050@gmail.com Keywords: pervious concrete, paste content ratio method, compressive strength.
However, the optimal paste filler quantity is unique to each engineering application.
Pavement Engineering, 10(1), 29–36 (2012)
Department of Water Resources Engineering and Conservation, Feng Chia University (2006)

Definition of Engineering Asset Management: a Review M.
Engineering asset management (EAM) is the management of engineering assets and it provides guidelines on the effective usage of all the physical engineered assets within the organization.
Journal of computing in civil engineering, 2001. 15(1): p. 35-43
Power Engineering Journal, 1999. 13(5): p. 233-240
Chemical Engineering, 1999. 106(2): p. 108

Improving the durability of concrete for mechane engineering Xiangchao Zhang,a ,Lihui Xieb, Hang Chanc, Junwen Huangd 1Department of Civil Engineering,Changsha University, Changsha,410022, China a csuzxc@126.com, b xlh001@ccsu.cn, c 546570009@qq.com, d43441086@qq.com Keywords: Durability, Concrete, Mechane engineering, Anti-permeability, Anti-erosion Abstract.
The results gained in this study are helpful for improving the the durability of the concrete and enlarge application the mechane engineering in rural areas.
The most important reason for the low production has prevented the mechane engineering extensive application.
In this paper, the experimental investigation of the preparation process condition of concrete for mechane engineering have been reported.
The results gained in this study are helpful for improving the the durability of the concrete and enlarge application the mechane engineering in rural areas.

Estimation of Overhead Transmission Lines ACSR Combined Elastic Coefficient Yongping Li 1, a, Yang Ni 2, b, Zhiyi Huang 3, c and Yucheng Su 3, c 1School of Civil Engineering, Northeast Dianli University , Jilin Jilin, China 2School of Civil Engineering, Northeast Dianli University , Jilin Jilin, China 3School of Civil Engineering, Northeast Dianli University , Jilin Jilin, China bny465993891@126.com Keywords: ACSR; composite material; Stiffness; elastic modulus; Poisson ratio Abstract.

Detection of Cracks on Small Specimens Based on Modal Analysis PLACHÝ Tomáš1, a *, SVOBODA Tomáš1,b , TESÁREK Pavel1,c and POLÁK Michal1,d 1Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, Praha 6, 166 29, Czech Republic aplachy@fsv.cvut.cz, bsvoboda.tomas89@gmail.com, cpavel.tesarek@fsv.cvut.cz, dpolak@fsv.cvut.cz, Keywords: Modal Analysis; Health Monitoring; Natural Mode; Natural Frequency; Damage Detection; Cement Specimen.
Acknowledgement This work has been supported by Faculty of Civil Engineering, Czech Technical University in Prague (SGS project No.
Papán, Dynamic Modeling and Testing of a Cable-stayed Pedestrian Bridge, in proc.: Proceedings of the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2007, St.

Predicting Effective Parameters in Cyclic Behavior of Reinforced Masonry Walls with Shotcrete Using Artificial Neural Networks Mohammad Hajmohammadian Baghban1,a*, Seyed Amirhossein Hashemi2,b, Elahe Sadat Hashemi3,c and M.H Aghaei2,d 1Department of Manufacturing and Civil Engining, Norwegian University of Science and Tecnology (NTNU), 2815 Gjøvik, Norway 2Department of Civil Engineering, Qazvin Branch, Islamic Azad University,Qazvin, Iran 3Department of Civil Engineering, Faculty of Engineering, Raja University, Qazvin, Iran aMohammad.baghban@ntnu.no, bHashemi@qiau.ac.ir, cHashemi@raja.ac.ir, dm.h.aghaee@qiau.ac.ir Keywords: masonry walls; relative displacement; feed-forward back-propagation neural network; shotcrete Abstract.
Nowadays, ANN has been widely employed in civil engineering.
It in-cludes costs of land acquisition, civil construction, installation of powerhouse equipment, development period, reconstruction, profit of facilities, tax, Insurance during the construction and operation, engineering services and operation which is ultimately resulting in the project investment cost with a relation between them.
Ghiassi, M Soltani Mohamadi, A.A Tasnimi, Linear Homogenization and Mechanical Characterization of Strengthened Masonry Elements with Concrete Overlay, Journal of civil and surveying engineering.
Kalali, M.Z.Kabir, Out-of-Plane Performance Based on Homogenization & Micromechanics Approach, Journal of civil and surveying engineering.

Resistivity Changes of Electrically Conductive Silicate Composites Loaded in Different Directions Simon Baranek1,a,*, Vojtech Uher1,b and Vit Cerny 1,c 1Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Brno University of Technology, Veveří 95, 602 00 Brno, Czech Republic.
Electrically conductive composites based on silicates offer new possibilities for the use of composites not only in civil engineering but in the construction industry in general.
Bulletin of the University of Osaka Prefecture, Series A Engineering and Natural Sciences. 1993, 42(1), 51-67
Journal of Building Engineering 2018, Volume 15(September 2017), 61–69. https://doi.org/10.1016/j.jobe.2017.10.012 [4] HE, Yongjia, Linnu LU, Shun JIN a Shuguang HU.
Composites Part B: Engineering 2019, Volume 177 (September), 107435. https://doi.org/ 10.1016/j.compositesb.2019.107435

Study on Bearing Capacity of Beams Strengthened with Section Enlargement Method Considering Secondary Loading Process SiMengLIU1, 2,a, MaSUN1,b , QingYangLIU3,c 1School of Civil Engineering & Architecture, Chongqing Jiaotong Univ, Chongqing P.R.China 2 College of Civil Engineering, Chongqing University, Chongqing P.R.China 3Chongqing expressway group Co., LTD, Chongqing P.R.China asimengliu@163.com, bsunmafy@126.com, cqingyangliu80@126.com Keywords: secondary loading process; strengthened beams; FEM program; bearing capacity Abstract: Bridges are the key components of civil infrastructure.
Proceedings of the 20th National Academic Conference on Structure and Engineering[C].
Engineering Mechanics, 2007,24(SI):154-158 [7] XilingLU etc.