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The Design of Disc Brake for Mine Hoist in Civil Engineering Haitao Zhang1, a, Yingjun Dai1, b, Yujing Jia1, c and Guangzhen Cheng1, d 1Huzhou Teachers College, Huzhou, 313000, P.R.

Study the Design and Analysis of Al-Shuhadah Bridge and Analysis by Using Plaxis Program of Finite Elements Aziz Hussein Yousif1, Jianlin Ma2 1Graduate Student, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China. 2Professor, School of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan 610031, China.
Keyword: Bridge Engineering, Consolidation settlement and bearing capacity, Plaxis program for finite elements.
Geotechnical Engineering
“The allowable Settlement of Buildings”, Proceeding of Institute of Civil Engineers, Vol. 5, Part III, p. 727
Das, Principles of Foundation Engineering.

Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading Ming Chen 1,2 , a, Yang Sun2,b and Bingqian Pi2,c 1 Civil and Environmental Engineering School of Beijing University of Science and Technology, Beijing, 100083, P.R.
China 2 Architecture and Civil Engineering School of Inner Mongolia University of Science and Technology, Inner Mongolia, Baotou 014010, P.R.
The results can give a reference to the engineering application of cold-formed steel structure.
If application in practical engineering, the gusset plate thickness could be amplification appropriately.
Finite Element Idealization of a Cold-Formed Steel Portal Frame, Journal of Structural Engineering, JANUARY, 78-94, 2004

Research of the Auxiliary Decision System of the Design of the Product Color Based on the Kansei Engineering Yuhong Zhang1,a, Zuyao Wang1,b and Mingmei Jiang2,c 1 Industrial Design and Product Innovation institute, Ningbo Institute of Technology, Zhejiang University, Ningbo, Zhejiang, 315100 China 2 Department of Civil Engineering and Architecture, Northeast Petroleum University at Qinhuangdao, Hebei, 066004 China aivducky@gmail.com, bzuyao.wang@gmail.com, cjiayiner@163.com Keywords: Kansei engineering, Products’ color design, SD method Abstract.
Kansei Engineering “Kansei” in Kansei Engineering, is the Japanese word “ sensitive”, namely the transliteration of カンセィ.
The harmonious principle of people, engineers and environment.
Secondly, it is the harmony between people and engineers.
The selection of samples is related to the qualitative research of Kansei engineering.

Microscopic Mechanism of the Diffusivity of Concrete Chloride Ion Jun Liu1,2,a, Feng Xing*2,b,Bi-Qing Dong2,c 1School of Civil Engineering, Central South University, Changsha 410075, China 2Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen University, Shenzhen 518060, China aliujun@szu.edu.cn, bxingf@szu.edu.cn, cdongbq@gmail.com Keywords: Diffusivity of chloride ion, Pore structure, Concrete, Fly ash, Ettringite Abstract.Use concrete specimens with different mix proportions to conserve them for 90d taking into account the influence of mineral admixture material---fly ash.
Its low cost gains the popularity for it in the civil engineering structures.
However, during the past century large number of reinforced concrete structures utilized in civil engineering failed in advance owe to various reasons [1], less than the predetermined service life.
Therefore, it has become a hot issue in practical engineering.
Acknowledgment This study is financially supported by National Basic Research Program of China (NO.2011CB013604), National Science Fund for Distinguished Young Scholars( NO. 50925829), Natural Science Foundation of China (NO. 51108271), Shenzhen city science and technology project(NO.JC201005280569A), State Key Laboratory of High Performance Civil Engineering Materials(NO.2010CEM016) and Ministry of Housing and Ural-Rural Development of the People’s Republic of China (NO. 2010k419).

Enhancing the Impact Resistance of Historical Stone Masonry Units with Fibre-reinforced Hydraulic Lime Mortars BINDIGANAVILE Vivek1, a, ISLAM Md Toihidul2,b and CHAN Rachel3,c 1Assistant Professor, Department of Civil & Environmental Engineering, 3-020 NREF, University of Alberta, Edmonton, Canada 2 Graduate Research Assistant, Department of Civil & Environmental Engineering, 3-020 NREF, University of Alberta, Edmonton, Canada 3 Bridge Engineer, AECOM, Edmonton, Canada avivek@ualberta.ca, bmdtoihid@ualberta.ca, crc5@ualberta.ca Keywords: Hydraulic lime mortar, Impact resistance, Fibre reinforcement, Flexural strength, Bond strength.
ASCE J. of Materials in Civil Engineering, 17(2), p. 229-237
Australian J. of Structural Engineering, 8(2), p. 117-131
[19] JSCE-G 552, (2005) Test methods and specifications, Japan Society of Civil Engineers
ASCE J. of Materials in Civil Eng., 6(1), p. 88-99

Effects of Frequency Content of Earthquake Ground Motions on Probabilistic Seismic Demand Assessment of Long-Span Bridge Structures Liang Chen 1, a, Jinsong Zhang 2, b 1School of civil engineering, Hefei university of technology, Hefei, Anhui, 230009, China 2Department of civil engineering, Anhui communications vocational and technical college, Hefei, Anhui, 230051, China apopecl@163.com, bbhpapers@163.com Keywords: Performance-based earthquake engineering; Long-span bridge; Earthquake ground motion; Frequency content; Probabilistic seismic demand assessment Abstract.
[2] Yuxian Hu: Introduction to Earthquake Engineering (Seismological Press, Beijing 2006), in Chinese
[3] Jie Li, Guoqiang Li: Introduction to Earthquake Engineering (Seismological Press, Beijing 1992), in Chinese
Kunnath: Application of the PEER PBEE Methodology to the I-880 Viaduct (Pacific Earthquake Engineering Research Center, University of California, Berkeley 2007)
[7] J.R.Benjamin, C.A.Cornell: Probability, statistics and decision for civil engineering (McGraw-Hill, Inc., New York 1970)

Foundation bearing capacity should include deformation in the design Mingfei Zhang 1, a, Guanghua Yang1,2,b , Enqi Wang 1, c 1 School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China 2 Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510610, China azhangmingfeiyanjiu@163.com.cn, b ygh@gdsky.com.cn, cankywong@126.com.cn Keywords: sluice; foundation bearing capacity; deformation; Midas-GTS Abstract: At present, foundation bearing capacity used in the practical engineering design is often based on controlling strength, if such it may produce some problems, even accidents.
Introduction The determination of foundation bearing capacity in foundation design really is a very important and very complex problem, such as , in highway, railway, port, general industrial and civil building projects .
This article, through a simplified example of a practical engineering problems to study lack of previous foundation bearing capacity , clearly put forward bearing capacity should include deformation, in hopes that the influence on the later engineering.
Chinese Journal of Geotechnical Engineering(supp.2), 2010( 32) : 37-41.
Chinese Journal of Underground Space and Engineering, 2001(5) : 450-454.

Evaluation the Strength of Cement Systems, Modified by Accelerators Aleksey Adamtsevich1,a, Andrey Pustovgar1,b, Stanislav Pashkevich1,c, Aleksey Eremin1,d, Andrey Zhuravlev1,e 1SRI CM&T, Moscow State University of Civil Engineering, 26, Yaroslavskoe Sh., Moscow, Russia, 129337 aMnSpecter@gmail.com, bPustovgarAP@mgsu.ru, cpashkevich86@mail.ru, daleks.eremin@gmail.com, eZhuravlevAV@mgsu.ru Keywords: calorimetry, hydration, cement, accelerator, concrete, strength, hardening kinetics Abstract.
All tests were carried out using research equipment of Head Regional Collective Research Centre of Moscow State University of Civil Engineering.
Magazine of Civil Engineering. 2013.

., Konikov Alexander1,a, Konikov Grigoriy2,b 1Moscow state university of civil engineering, 129337, Russia, Moscow, Yaroslavskoye shosse, 26, 2"Croc Incorporated", 111033, Russia, Moscow, Volochaevskaya st., 5/1 aa.konikov@gmail.com, b gkonikov@hotmail.com Keywords: constructions projects, logistics Abstract.
Computing in Civil and Building Engineering.
Homeostat in construction: a system approach to monitoring methods// Industrial and Civil Engineering. – 2003. – №6. – p. 64