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Online since: February 2018
Authors: Wei Zhang, Qi Tang, Jia Chen Zhang, Yao Cui
Journal of Structure Engineering 134, No.6, pp: 881–889,2008 [4] Lehman D.E., Roeder C.W., Herman D., Johnson S., Kotulka B.
Journal of Structure Engineering 134, No.6, pp: 890–901,2008 [5] Johnson S., “Improved seismic performance of special concentrically braced frames”.
Seattle(Washington): Department of Civil Engineering, University of Washington, 2005 [6] Kaneko K., Kasai K., Motoyui S., Sueoka T., Azuma Y., Ooki Y.
“Analysis of beam-column-gusset components in 5-story value-added frame”, Proceedings of the 14th world conference on Earthquake Engineering, Beijing, China, 2008 [7] Chou C.C., Liu C.H., Pham D.H.
“Steel buckling-restrained braced frames with single and dual corner gusset connections: seismic tests and analysis”, Earthquake Engineering and Structural Dynamics 41, No. 7, pp. 1137-1156, 2012 [8] Lin P.C., Tsai K.C., Wu A.C., Chuang M.C., “Seismic design and test of gusset connections for buckling-restrained braced frames”, Earthquake Engineering and Structural Dynamics 43, No. 4, pp. 565-587, 2014
Online since: September 2016
Authors: Yulia Sidorenko, Sofia F. Korenkova
Korenkova2,b 1,2Samara State University of Architecture and Civil Engineering, Molodogvardeyskaya str. 194, Samara, 443001, Russian Federation asm-samgasa@mail.ru, bkorenkovasf@mail.ru Keywords: Materials Science, Modern materials for Buildings, Contact and Condensation, Non-autoclave silica products.
Dorokhov, Modeling and optimization of dry process, International Journal of Chemical Reactor Engineering. 32 (3) (1992) 475
Sidorenko, Improving durability of cement composite materials, Procedia Engineering. 111 (2015) 420 – 424
Guryanov, Nanoscale Investigation By Small Angle Neutron Scattering of Modified Portland Cement Compositions, Procedia Engineering. 111 (2015) 283 - 289
Davidenko, On Technology Of Hydraulic Engineering Structures Pile Foundations Production, Procedia Engineering. 111 (2015) 652 - 655
Online since: August 2013
Authors: Yi Min Wang, Xian Lin Wei, Ze Min Zeng, Luo Zhang
The Influence of Pavement Construction on Embankment Settlement in Highway Extension Project Xianlin WEI 1, a, Yimin WANG 1, 2, b, Zemin ZENG1, c and Luo ZHANG1, d 1School of Civil Engineering & Transportation, South China University of Technology, Guangzhou Guangdong China 510640 2State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou Guangdong China 510640 aweixianlin0316@126.com, bctymwang@scut.edu.cn, czengzemin1989@126.com, dmarcus123456@126.com Keywords: Highway, Extension, Composite foundation, Non-uniform settlement, Soft ground, Equal preload.
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(23):4 358–4 367.
Engineering Journal of Wuhan University, 2011, 44(1).86-89.
Analysis of deformation behavior of expressway widening engineering under different foundation treatments[J].
Chinese Journal of Geotechnical Engineering, 2004, 26(6): 756-760.
Online since: May 2014
Authors: Yuan Tong Gu, D.P. Thambiratnam, M.I. Thiyahuddin
Thambiratnam2 1School of Physics, Chemistry and Mechanical Engineering, Faculty of Science & Engineering, Queensland University of Technology, Brisbane, Queensland, Australia 2School of Civil Engineering and Built Environment, Faculty of Science & Engineering, Queensland University of Technology, Brisbane, Queensland, Australia a*yuantong.gu@qut.edu.au Keywords: Road safety barriers, Impact, Joint Mechanism, FEA, fasteners.
The FE model was developed by the NCAC through reverse-engineering an actual truck model.
Belytschko, Lin, J.I, Tsay, C.H, "Explicit algorithms for the nonlinear dynamics of shells," Computer Methods in Applied Mechanics and Engineering, vol. 42, pp. 225-251, 1984
Thiyahuddin, Gu Y.T, Thambiratnam D.P, Gover, R.B, "Fluid-structure interaction analysis of full scale vehicle-barrier impact using coupled SPH-FEA " Engineering Analysis with Boundary Elements, p. 17, 8/10/2013 2013
Online since: December 2007
Authors: H.Z. Jiang, Lei Zhang, H.R. Li
Introduction With the rapid development of Chinese civil aviation, Chinese airline companies purchase and order a great lot of airplanes in various types to satisfy the increasing necessity of air transports.
A flight simulator is the outcome of System Engineering and is the typical human-in-the-loop simulation device.
Today, true COTS hardware such as PC, Ethernet and IEEE1394 (Fire wire) allow large savings in cost and engineering effort.
Similarly, commercial simulation software such as MATLAB/Simulink and MATRIXx/SystemBuild are now widely used in engineering simulation.
This reduces the learning time and increases engineering productivity.
Online since: October 2008
Authors: Xing Wen Liang, Li Xin, Yue Sheng Tong
China Civil Engineering Journal, Vol. 38 (2005) No. 9, pp. 53-60.
Engineering Mechanics,(1995 Sup.).
World Earthquake Engineering,Vol. 19 (2003) No. 1, pp. 154-157.
Engineering and Structural Dynamics, Vol. 31 (2002) No. 1, pp. 561-582
Earthquake Engineering and Structural Dynamics, Vol. 31 (2002) No. 1, pp. 539-560.
Online since: April 2014
Authors: Xiu Li Du, Jin Hong Qu, Shi Wei Hou
Testing and Numerical Simulation Research on Shear Band of Soil SHIWEI HOU1, a, JINHONG QU2,b and XIULI DU3,c 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China 2 Liaoning Electric Power Exploration and Design Institute, Shenyang 110179, China 3 Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China ahsw1375@126.com, bqujinhong@lepdi.com.cn, cduxiuli@bjut.edu.cn Keywords: shear band; end restraint; initial defect; inhomogeneous deformation Abstract.
Journal of Rock Mechanics and Geotechnical Engineering, Vol. 20(1998), p.102, in Chinese [2] A L Rechenmacher.
Chinese Journal of Rock Mechanics and Engineering, Vol. 23(2004), p.533, in Chinese [9] Y W Zhu, H Xu, Y Q Cai, et al.
Engineering, Vol. 54(2002), p.1131 [11] B Ji, W J Chen, J Zhao.
Chinese Journal of Rock Mechanics and Engineering, Vol. 25(2006), p.2320, in Chinese [13] X L Du, S W Hou, D C Lu, et al.
Online since: October 2023
Authors: John Kristoffer Lorenzo, Alexander Romig Andal, Aldwin Jeffrey Morales, John Joshua Davantes, Manny Anthony M. Taguba
Taguba1,2,e,* 1Department of Civil Engineering, College of Engineering, National University- Manila, 551 M.F.
Jhocson Street, Sampaloc, Manila, Philippines 1008 2Department of Environmental & Sanitary Engineering, College of Engineering, National University- Manila,551 M.F.
Fernando, “Reuse of Coconut Shell, Rice Husk, and Coal Ash Blends in Geopolymer Synthesis,” IOP Conference Series: Materials Science and Engineering, vol. 248, no. 1, 2017, doi: 10.1088/1757-899X/248/1/012008
Hardjito and B. v Rangan, “Development and Properties of Low-calcium Fly Ash Based Geopolymer LOW-CALCIUM FLY ASH-BASED GEOPOLYMER CONCRETE By Faculty of Engineering Curtin University of Technology,” Australia : University of Technology Perth, no.
P.B Madakson, “Characterization of Coconut Shell Ash for Potential Utilization in Metal Matrix Composites for Automotive Applications,” International Journal of Engineering Science and Technology (, vol. 4, no. 3, 2012
Online since: September 2011
Authors: Yun Zang, Hai Zhang
Journal of Central South Highway Engineering Vol.3(2007),p.124-126
J. of Basic Engineering,(1961),p.23-32
China Civil Engineering Journal of DalianLigong University Vol.28(1995),p.59-65
Journal of Hydraulic Engineering of Dalian Engineering college Vol.6(1982),p.61-66
Journal of Hydraulic Engineering of Shanxi Mechanical Engineering Institute,Vol.6(1981)
Online since: July 2014
Authors: Xiao Guang Deng, Mu Yu Liu
Construction Scheme Research of Long-span Cable-stayed Bridge with Three Pylons Based on Structure Stability Xiao Guang Deng 1, a, Mu Yu Liu1,b 1Hubei Key Laboratory of Roadway Bridge& Structure Engineering, Wuhan University of Technology , Wuhan 430070 ,P, R, China adengxiaoguang0825@163.com, bliumuyu@whut.edu.cn Keywords: construction scheme; composite girder cable-stayed bridge; linear elastic stability safety coefficient; the setting of temporary pier; Abstract.
In engineering, although the second kind of structure instability happened actually, the first kind of instability is the eigenvalue problem, which is convenient to solve.
There was little difference between the critical values of two kinds of stability problems in some situation, so it still has engineering significance to research the first kind of structure instability.
Calculation Model Engineering situation.
Reis: Engineering Structures, Vol.32 (2010) p.2702 [5] Jun Wei, Yu Zhu, Guobin Gong: Journal of Bridge Construction, Vol.5 (2003) p.23 (In Chinese) [6] Jian Liu, Yongjian Liu, Bingcheng Yang: Journal of Guang xi University: Nat Sci Ed, Vol.34 (2009) p.719 (In Chinese) (In Chinese) [7] Wenyuan Chen, Lei Zhao, Caizhi Sun: Journal of Highway and Transportation Research and Development, Vol.28 (2011) p.100 (In Chinese) [8] Muyu Liu, Xiaoguang Deng: The 12th International Symposium on Structure Engineering, (2012) Wuhan, p.939 [9] Yizhi Bu, Lei Zhao, Qiao Li: CHINA CIVIL ENGINEERING JOURNAL, Vol.46 (2013) p.84 (In Chinese) [10] Muyu Liu , Feng Wang, Junqing Nie: J. of HUST.
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