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Dynamic Simulation Analysis of the Vibratory Sinking Piling System Based on AMESim Xiaopeng Li1, a, Guanghui Zhao1, b, Ju Xing1, c, Haotian Yang, Yamin Liang 1School of Mechanical Engineering & Automation, Northeastern University, Liaoning, Shenyang, 100819, China axpli@me.neu.edu.cn, bzghedu2012@163.com, cjuxing_neu@163.com Keywords: Pile-soil System, Vibration Utilization, Nonlinear Vibration, Vibration Friction.
With the work, the most efficient exciting frequencies can be obtained, that the efficiency of pile-soil system in civil building construction can be improved.
References [1] Bangchun Wen, Vibration Utilization Engineering, Science Press, Beijing, 2005
Key Engineering Materials. 353-358 (2007) 762-765

The main factors that influence the mechanical properties of honeycomb board Cong Bo Ma1, a*, Yan Wei Wang 2, Guang Ping Zou3, Xuan Du4 1,2,3,4 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China ama8cong8bo@163.com Keywords: honeycomb sandwich board; strength; size design Abstract: It’s very important to select appropriate dimensions for manufacture of honeycomb sandwich.
The results are proved that the theoretical formula can be applied to engineering design.
Therefore the formula can be used to calculate the equivalent stress in the engineering.
It proves that the theoretical formula can meet the needs of engineering design. 2.

Platform construction: A new model for the university-enterprise cooperation Chenglong He College of Civil Engineering & Architecture, Jiaxing University, Jiaxing, 314001, China E-mail: zjxuhcl@126.com Keywords: University-enterprise cooperation, Platform construction, Model Abstract.
To cultivate students' engineering quality.
The laboratory not only supports related disciplines but also service for undergraduate professional teaching of civil engineering, building environment and equipment engineering, architecture and engineering management.
Zhang: Research in Higher Education of Engineering, 6(2011). p. 34-39(In Chinese) [2] L.
Mo: Researches in Higher Education of Engineering, 4(2000), p. 47-49(In Chinese)

Effect of Anodic and Cathodic Chloride Contents on the Macrocell Corrosion and Polarization Behavior of Reinforcing Steel CAO Zhonglu1,2,3,a*, CHEN Haoyu1,b, WEI Lianyu2,c, HIBINO Makoto3,d 1 Tianjin Port Engineering Institute Ltd of CCCC First Harbor Engineering Company Ltd, Tianjin, 300222, China 2 School of Civil Engineering, Hebei University of Technology, Tianjin, 300132, China 3 Concrete laboratory, Department of Civil Engineering, Kyushu Institute of Technology, Kitakyushu-shi, 8048550, Japan a* caozhonglu@126.com, b chenhaoyu2006@163.com, c wly57@126.com, d hibino@civil.kyutech.ac.jp Keywords: Anodic and cathodic chloride ions, Macrocell current, Polarization ratio and slope, Reinforcing steel.
These results will provide a guide to inhibiting the macrocell corrosion of reinforcing steel in concrete, which are not only useful for engineers to design and construct the new marine reinforced concrete structures, but also are helpful for engineers to repair or rehabilitate the existing chloride contaminated reinforced concrete structures, in the condition of avoiding the adverse effect of macrocell corrosion induced by the non-uniform distribution of anodic and cathodic chloride. 1 Introduction It is well known that the chloride ions play an important role in destroying the passive film and initiating the corrosion of reinforcing steel embedded in cement mortar or concrete.
Goda, Effect of water-cement ratio on the macrocell polarization behavior of reinforcing steel, Journal of Engineering 2014 (2014) 1-11

A Model Code [3] of DDBD is now available as the product of the three-year work by the research line IV of 2005-2008 RELUIS Project [4], financed by the Italian Civil Protection department.
Support from the ReLUIS-DPC network, the Italian University Network of Seismic Engineering Laboratories and Italian Civil Protection Agency, is gratefully acknowledged.
Larsen (Eds.), Timber Engineering, John Wiley & Sons Ltd, England, 2003, pp. 383-408
McCutcheon, Racking Deformations in Wood Shear Walls, Journal of Structural Engineering 111:2 (1985) 257–269
Folz, Hysteretic damping of wood framed buildings, Engineering Structures. 25 (2003) 461-471.

An Experimental and Numerical Hybrid Technique for analysis the Fracture Behaviors in Natural Fiber Reinforced Composites Min SHEN1, a, Dongchao LIANG1, b, Yang LIU1 and Yanli DUAN1 1Department of Mechanics, Tianjin University, Tianjin 300072, PR China Email: aminshen@tju.edu.cn(corresponding author), bliangdongchao2006@126.com Keywords: spruce/PP composites, facture toughness, DICM, crack tip field, hybrid method Abstract: Natural fiber reinforced composites have become excellent candidates for automotive applications and civil engineering facilities.

Sandwich panels are important components of advanced structures used in aerospace, automotive, railway, civil engineering etc.

Monitor and analysis of the foundation pit combination support of Jinan West Railway Station Ground Li Lian-xiang 1, a, Gong Ming 2,b and Zheng Ying-jie 3,c 1 Civil Engineering School, Shandong University, Jinan, Shandong,250061,China 2 Shandong Electric Power Engineering Consulting Institute Corp.
,Ltd., Jinan, Shandong, 250013,China 3 Civil Engineering School, Shandong University, Jinan, Shandong,250061, China ajk_doctor@163.com, bgongming86323@126.com>; czhengyingjie99@tom.com Keywords: Soil nailing wall; compound soil nailing wall; pile-anchor retaining; foundation pit monitoring Abstract.
This project comprises East Square Underground Works, Underpass Works, Northern Comprehensive Works, Southern Comprehensive Works, Civil Air-defense Works, Civil Engineering Reservation Works of Urban Track Traffic Lines No. 1 and No.6, forming the Station Ground together with other unit works.
Chinese Journal of Geotechnical Engineering, 2006,28(S1):1880—1884 [4] ZHAO Yan-rong, YUAN Bao-yuan.
Chinese Journal of Rock Mechanics and Engineering. ,2004,23(S1):4639—4644 [9] AN Guan-feng，GAO Jun-yue.

[2] Zhou Xuhong, Wu Jun, Di Jin, China Civil Engineering Journal.
[6] Liu houjun: China Civil Engineering Journal, Vol.41(3)(2008),P.79-83
[7] Wang Zhicheng, Liu Changpeng,Shen Ruili: China Civil Engineering Journal .Vol. 41(12)(2008) ,P.61-65
[8] Zhang junping ,huang hai: Engineering Mechanics.
[10] Li Chuanxi，Ke Hongjun，LILJ Hai-bo，Xia Guiyun: Engineering Mechanics.

Influence of Engineering Dewatering on Soft Soil’s Density Characteristics Hua Yuan1, a, Yunhua Li1, b, Jianwei Zhang1, c 1School of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China ayuanhuazzl@163.com, balpha0948@126.com, czjw101_0@163.com Keywords: Soft soil, Dewatering, Water-holding density, Lag draining phenomenon, Specific yield.
Introduction At present engineering dewatering has been widely used to improve soil physical, mechanical properties.
However, almost no research is made on the change of soil density characteristics with drainage time during engineering dewatering.
Test Design The soil natural density before dewatering can be directly obtained from “engineering geology report”.
Wu: Advances in Engineering Software.