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Retrofitting and Strengthening Design for the Former Yihe Spinner Factory in Shanghai OUYANG Yu 1, a and YU Yi1 1 Department of Civil Engineering, Shanghai University, Shanghai, China a oyy_wly@sina.com Abstract The building of the formerly Yihe Spinner Factory in Shanghai is a protected.
The proposed methods can serve as references for relative research or engineering practices.

Shaking Table Test of Eccentric Reinforced Concrete Frame-Shear Wall Structure Model Bing Li 1,a, Lina Lu2,b, Haitao Lv 1, Xufang Li 1 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, P.R.China 2Liaoning Wanxin real estate appraisal co., LTD acebli@sjzu.edu.cn Keywords: anti-seismic; finite element analysis; shaking table test; Abstract.
Reinforced concrete eccentric frame-shear wall structure has been widely used in engineering.

Hinostroza3,g and Carlos Guedes Soares3,h 1ISEL – Instituto Superior de Engenharia de Lisboa, Instituto Politécnico de Lisboa, 1959-007 Lisboa, Portugal 2Laboratório Nacional de Engenharia Civil, 1700-066 Lisboa, Portugal 3U Lisboa, CENTEC, Instituto Superior Técnico, 1049-001, Lisboa, Portugal a*jasantos@dec.isel.ipl.pt, blpinheiro@lnec.pt, chossam.abdelwahab@centec.tecnico.ulisboa.pt djfortes@lnec.pt, e francisco.gab.pedro@gmail.com, frcapitao@lnec.pt, gmiguel.hinostroza@centec.tecnico.ulisboa.pt, hc.guedes.soares@centec.tecnico.ulisboa.pt Keywords: Ship motion.
This paper describes the physical model, experimental setup and tests performed at the Portuguese Civil Engineering Laboratory (LNEC), to study the motions and forces of a moored ship at the Leixões port, for different sea states in irregular waves.
(Eds.), Progress in Maritime Technology and Engineering, Taylor and Francis, London, 2018, pp. 557-568

Load-bearing capacity of CFDST based on the unified strength theory Guiyun Xia1,a, Jiajun Li1,b, Meiliang Yang1,c (1School of civil engineering and architecture, Changsha university of science and technology, changsha 410114,China) axiagy72@163.com, bljj539@163.com, cyangmeiliang@163.com Keywords: Concrete-filled double steel tube; unified strength theory; bearing capacity; parameter; intermediate principal stress; calculating formulae Abstract.
So this kind of members is used in civil engineering in China widely, such as bridge engineering, building engineering.
Journal of Rock Mechanics and Geotechnical Engineering, 1(1): 71-88
Journal of Structural Engineering, ASCE, 1995, 121(12): 1806-1814
Journal of Structural Engineering, ASCE, 1995, 121(12): 1815-1821.

Evaluating the Accuracy of Finite Element Analysis in Predicting Mechanical Properties of Additively Manufactured Parts Chanawee Promaue1,a*, Suchandrima Das1,b and Aydin Nassehi1,c 1Design and Manufacturing Future Lab (DMF), Department of Mechanical Engineering, School of Civil, Aerospace and Mechanical Engineering (CAME), Faculty of Engineering, University of Bristol, Queen’s Building, University walk, Clifton, Bristol, U.K., BS8 1TR a*th22301@bristol.ac.uk, bsuchandrima.das@bristol.ac.uk, caydin.nassehi@bristol.ac.uk Keywords: Material extrusion (MEX); Additive manufacturing (AM); Finite element analysis (FEA) Abstract.
This appeal spans industries: medicine benefits from biocompatible component production [1]; aerospace and automotive sectors achieve lightweight, robust parts [7]; civil engineering explores alternative materials [8]; and even fashion exploits MEX's adhesive properties for apparel creation [8].
International Manufacturing Science and Engineering Conference, vol. 50732, American Society of Mechanical Engineers; 2017
IOP Conference Series: Materials Science and Engineering 2017;227:012033
Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture 2006;220:1663–71

Introduction In modern rock engineering, including building of sea/river-spanning bridge, tunneling, mining, slope engineering and so on, water-bearing rock problem is very common, consequently, research on physical and mechanical characteristics is a significant contribution to rock engineering.
Journal of Petroleum Science and Engineering, Vol. 46(2004) , p. 171-184
Chinese Journal of Rock Mechanics and Engineering, Vol. 27(2008), p. 1113-1120.
He, Z.W .WANG, .China Civil Engineering Journal, Vol. 39(2006), p. 98- 102.
FU,.Chinese Journal of Rock Mechanics and Engineering, Vol. 21(2002) , p. 102-106.

Numerical analysis of geocell protective slope stability Guangyue Wang, Jianpeng Zhang and Jianwu Zhao School of Civil Engineering, Shandong University, Jinan, Shandong, 250061, China wgyue@sdu.edu.cn, 569031356@qq.com,630707919@qq.com Keywords: geocell; side slope; stability; safety factor Abstract.
Geocell protective slope is a kind of important ecological protection form, which is widely used in the geotechnical engineering field.
Geocell protective slope is a compound ecological slope protection technology, which combines the geocell with the grass; it makes construction convenient and simple, and has the low maintenance charge and higher ecological and economic benefits, so it is used more and more widely in slope engineering [2].However, people at home and abroad seldom use the geocell protective slope to have the integral stability analysis under rainfall conditions.
In this way, it could make the numerical model have a maximum approach to the practical engineering.
The Engineering Technology of Slope Protection with Vegetation .Beijing; China Communication Publications, 2003 [2] Xiao-hua YANG, Wen-sheng WANG.

Experimental Research on Liquefaction Behavior of Saturated Silt in Anhui Area Wugang WANGa, Shuwang YANb and Xiaoqiang LIUc School of Civil Engineering, Tianjin University, Tianjin, 300072, Tianjin,China awwgdd1@163.com, byanshuwang@tju.edu.cn, clxq200@163.com Keywords: Saturated silty soil, Maximum liquefaction depth, Dynamic triaxial test, Earthquake, Liquefaction resistance, Pore pressure Abstract.
Meanwhile, the maximum liquefaction depth and the dynamic deformation properties are also illuminated based on dynamic triaxial tests, which can provide scientific data to further make engineering measures preventing the silty foundation from liquefying.
In this paper, in accordance with the practical project in Anhui Province, a series of dynamic triaxial tests are carried out under the given density of remolded saturated silt sample with different confining pressure conditions varying from 1 m to 10 m depth in the laboratory, which has realistic engineering significance.
Stephenson, Liquefaction Behavior of Mississippi River Silts, J Geotechnical Earthquake Engineering and Soil Dynamics IV, ASCE, GSP 181:1-10. (2008) [2] YAN Dong, JIANG Guanlu, LIU Xianfeng etc, Experimental research on liquefaction behavior of saturated silt for Beijing-Shanghai High-speed Railway, Rock and Soil Mechanics, Vol:29 (12): 3337-3341 (2008).
(in Chinese) [3] LIU Qian, ZHENG Xilai, LIU Hongjun etc, Experimental studies on liquefaction behavior of silt in the Huanghe River delta, WORLD EARTHQUAKE ENGINEERING, Vo1:23 (2): 161-166 (2007).

Numerical analysis of the ground anchor and row piles in mudstone dip slope   Wen-Tsung Liu1, a, Hong-Yuan Tsai2,b,Ming-He Tu3,c 123Department Of Civil Engineering, Kao Yuan University Luzhu Dist., Kaohsiung City 821, Taiwan (R.O.C.)
This study analyses the slope stability by the finite element method of program PLAXIS-2D, and explores the suitability of various control engineering methods.
Those monitoring facilities are referred to “Pingtung Public Works Section slope monitoring operations (361K+420~382K+174 )” by the Southern Region Engineering Office.
(in Chinese) [3] National Highway Engineering Bureau of Taiwan Area: Report of monitoring and testing data analysis and evaluation of the slopes of in Pingtung Sections of National Highway No. 3 , (2010).
(in Chinese) [4] National Highway Engineering Bureau of Taiwan Area: Geological drilling test report, detailed design report in Tianliao Yanchao  and  Xinhua Tianliao sections of National Highway No. 3.

The application of new type melt-spinning PVA fiber in ECC Zhiqian YANG1,2,3,a *, Degen XU1,2,3,b, Jianzhong LIU1,2,3,c, Lin LI1,2,3,d, Huaxin ZHOU1,2,3,e and Gong Cui1,2,3,f 1State Key Laboratory of High Performance Civil Engineering Materials 2Jiangsu Sobute new materials Co., Ltd 3Nanjing (Sobute) engineering research center for high performance engineering fiber 118, Li Quan Road, Jiangning District, Nanjing, China ayangzhiqian@cnjsjk.cn, bxudegen@cnjsjk.cn, cljz@cnjsjk.cn, dlilin@cnjsjk.cn, ezhouhuaxin@cnjsjk.cn, fcuigong@cnjsjk.cn Keywords: PVA fiber; melt-spinning; ECC; flexural; stress-strain hardening Abstract: This article prepared a new type PVA fiber with large diameter by plasticizing melt spinning method, which instead of traditional wet-spinning or gel-spinning method.
The research work was performed at Nanjing (Sobute) engineering research center for high performance engineering fiber.
Civil.
Cracking and Healing of Engineered Cementitious Composites under Chloride Environment, ACI Mater.
Interface tailoring for strain-hardening polyvinyl alcohol-engineered cementitious composite (PVA-ECC), ACI Mater.