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Dynamic Characteristics of Pylon of Cable-stayed Bridge with Inclined and Arched Tower During Construction Zi-lin LI1,2,a, Jiang XUE 1,b 1School of Civil Engineering, Tianjin University, Tianjin 300072, China 2Tianjin Key Laboratory of Soft Soil Characteristics and Engineering Environment, Tianjin 300384, China ahebeigaomuying@163.com, bxuejiang@tju.edu.cn Keywords: cable-stayed bridge, dynamic characteristics, tower construction Abstract.
The bridge is calculated and analyzed by using the bridge structure analysis finite element program Midas Civil.
References [1] Xinxin Shi ,Xin Ruan and Huifeng Xu: Structural Engineers, v 22, n 5, p 54-57, 2006.In Chinese
[2] Mingxian He, BaocenYang and Shengxiang Huang etc: Journal of Wuhan University of Technology (Transportation Science & Engineering), v 35, n 3 ,p 516-519, 2011.
[7] Wanghu Peng, Xudong Shao and Lifeng Li: China Civil Engineering Journal, v 40, n 5, p 26-33,2007.In Chinese

Mechanical Properties of the Cement Paste with Fine Ground Recycled Concrete Depending on the Microstructure HRŮZA Jaromír1,a,∗, TOPIČ Jaroslav1,b and PROŠEK Zdeněk1,c 1CTU in Prague, Faculty of Civil Engineering, Thákurova 7, 166 29 Prague, Czech Republic ajaromir.hruza@fsv.cvut.cz, bjaroslav.topic@fsv.cvut.cz, czdenek.prosek@fsv.cvut.cz Keywords: Recycled Concrete; Young's Modulus; Microstructure; Cement Replacement.
The authors also thank the Center for Nanotechnology in Civil Engineering at the Faculty of Civil Engineering CTU in Prague and Faculty of Civil Engineering CTU in Prague for the provided spaces.
Journal of Materials in Civil Engineering 19(9) (2007) 709- 717

Deep Foundation Pit Engineering Technology Research Xiangdong Zhang1,a, Jinwei Lv1,b 1Institute of Civil Engineering and Transportation Liaoning Technical University, Fuxin, Liaoning, 123000,China aZhxd2008@yahoo.com.cn, bljwsjsjt@126.com Key words: geotechnical engineering, soil test, retaining and protecting, dewater, monitor Abstract.
To the need for dewater of deep foundation engineering, dewater is also an important part of deep foundation pit engineering.
At present, there are trend to bring diaphragm wall from hydraulic engineering to deep foundation pit engineering[11].
Engineering technology, 2012, 3
The west exploration engineering, 2006, 8

Influence of Closure Sequences on the Rigid Frame-continuous Girder Bridge Closure Zhanyong-Yao1,Xiaomeng-Zhang1,Shuai-Li1,Lianfu-Li1,Xianghong-Pan1 and Kai-Yao1 1 School of Civil Engineering, Shandong University, Jinan,250061, China Email: zhanyong-y@sdu.edu.cn, 13969011305@126.com Keywords: bridge engineering; closure; numeric analysis; rigid frame-continuous girder bridge; closure sequences Abstract: Closure sequences of rigid frame-continuous girder bridge are analyzed by calculation to compare girder deflection change, pier horizontal displacement maximum, girder and pier stress value.
MIDAS/CIVIL is used to analyze the influence of girder deflection, girder stress and pier displacement of different closure sequences.
And this sequence is used and the engineering effects are good.
Journal of Engineering Mechanics, ASCE, 1996,122(6),p.489-494
“Long-term behavior of continuous precast concrete girder bridge model”, Journal of Bridge Engineering,2000,5(1),p.22-30

High-Strength Self-compacting Concrete and its Application in Shenzhen Mangrove Garden Xiangping Xiana, Wu-Jian Longb, Biaoyi Chenc, Minyi Huangd and Yongfa Fane School of Civil Engineering, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen, P.R.
China a2009090242@email.szu.edu.cn; blongwj@szu.edu.cn; c2010090289@email.szu.edu.cn; d2010090086@email.szu.edu.cn; efanyf105@126.com Keywords: self-compacting concrete; high strength concrete; mix proportion; practical engineering application.
However, high-strength SCC is still in the experimental stage and the engineering application is not universal.
JC201005280566A), and State Key Laboratory of High Performance Civil Engineering Materials (2011CEM003).
Liu, et al, Application of self-compacting concrete in bridge engineering, The Construction of Harbor in China, 1 (2004)

This is an important asset for sustainable development in civil engineering.
The interest of this work is also to help civil engineers and technicians in the informal sector, who often need rapid access to the compositions of new-generation concretes.
Acknowledgement This study is realized in the civil engineering laboratory of Higher National Polytechnic School (ENSP), Marien Ngouabi University-Brazzaville –Congo.
Anya, Mechanical properties of palm kernel shell concrete in comparison with periwinkle shell concrete, Malaysian journal of Civil Engineering 29(1) : (2017),1-14
Appiah-Agyei, Size variation of palm kernel shells as replacement of coarse aggregate for lightweight concrete production, Open Journal of Civil Engineering,11 (2021),153-165. doi.org/10.4236/ojce.2021.111010 [12] M.A.

A Consensus-based approach for Information Fusion JIAO Li 1a, ZHANG Hai1b, LIU Hongwei1c 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168,China ajiaoli1221@163.com, bzh-11@sohu.com, chongwei19870423@live.cn Keywords: information fusion; consensus algorithm; confidence distance; relation matrix; damage identification Abstract.
Safety assessment, health monitoring and damage diagnosis for structures in civil engineering.
Earthquake Engineering and Engineering Vibration(2002).
Systems Engineering and Electronics(2002).
Advances in Civil Engineering(2010), pp.1-1

Lifting platform hinge shaft contact finite element analysis Sun Yi1, a, Liu Yuancai2,b and Xia Binghua3,c 1Experimentalist,Experimental Teaching Center of Provinical Structural Engineering of Civil andEngineering,Southwest forestry university, China 2Professor ,Dept. of Civil and Engineering, Southwest forestry university, China 3Experimentalist,Experimental Teaching Center of Provinical Structural Engineering of Civil andEngineering,Southwest forestry university, China asunyi3@126.com, byuancailiu@126.com, cmzatamd@126.com Keywords: lifting platform; a hinge shaft; contact analysis; ANSYS Abstract.
Introduction With the rapid development of science and technology in various fields, each field of society has been widely used lifting platform, regardless of is the production logistics, construction, civil engineering, and in all aspects of daily life, lifting machinery everywhere.
Acknowledgement This work was financially supported by the Provincial Special Major Project of Forest Engineering(project number: 501035).
Science technology and engineering, 2010,10 (02): 528-530 [2] Wang Hongwei.
According to the specific engineering examples to introduce ANSYS research, higher education of material mechanics class [J]. 2010, 27 (3): 40-42,46

Civil Engineering for Underground Rail Transport.
Tokyo Civil Engineering Press, 1995
Report on Investigation of Construction Method about Shield Tunnel of Large Section, Tokyo Civil Engineering Press, 1995
[6] Japanese Civil Society.
Engineering Mechanics,2010,vol.27.sup.II.245-248

The application of recycled concrete in civil engineering is the main way for construction waste resource utilization.
Journal of Materials in Civil Engineering.
World Earthquake Engineering.
China Civil Engineering Journal.
China Civil Engineering Journal, Vol.39(5)( 2006) , p. 9-15.