Search results

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

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.

Emrul Kays3c, M.Abdesselam 4d, T.L.Ginta5e 1, 2, 3, 4 Dept. of Manufacturing and Materials Engineering, IIUM, Malaysia 5 Dept. of Mechanical Engineering, Universiti Technologi Petronas, Malaysia amustafizul@iium.edu.my, bmuhd.ikram688@gmail.com, ceksajib@gmail.com, damekentichi@gmail.com, eturned.ginta@petronas.com.my Keywords: PCD cutting tool insert, Titanium alloy, Response Surface Methodology, Machining Cost.
Rao et al. [4] presented a quantitative approach to optimize the geometry of the civil aircraft engine which confirmed minimal cost.
[2] Charles A.T., A Bottoms-up approach to cost estimation using parametric inputs, Master’s Dissertation, College of Engineering and Technology of Ohio University. 2006
Rao, A.J.Kean, J.P.Scanlan, A cost based methodology for design optimization, International Design Engineering Technical Conferences & Computers and Information in Engineering Conference. 2005, USA
Martin, F.Vernadat, Cost estimation in mechanical production: The Cost Entity approach applied to integrated product engineering, Int.

., Lutsk 43025, Ukraine 2National University of Civil Defence of Ukraine, 94 Chernishevska Str., Kharkiv 61023, Ukraine 3O.M.
The use of modern software in the study of scientific and engineering problems allowed us to gain a dominant position using the finite element method (FEM) [4, 5, 6].
Zhen, Static and dynamic characteristics modeling for CK61125 CNC lathe bed basing on FEM, Procedia Engineering 174 (2017) 489-496 [8] Ar.
Pasternak, Boundary element modeling of pyroelectric solids with shell inclusions, Mechanics and Mechanical Engineering 22 (2018) 727-737
Svirzhevskyi, Numerical simulation of the microstructure of structural-inhomogeneous materials, Lecture Notes in Mechanical Engineering (2020) 562-571

Slope Cracks in the Safety Assessment of the Rainfall Period Te-Hsing Chang1, a, Chi-Li Lin1,b , Fu-Kuo Huang2,c Department of Civil Engineering, Chung Yuan Christian University, No.200 Chung-pei Rd.,32023 Chung-Li, Taiwan. 2Department of Water Resources and Environmental Engineering, Tamkang University, No.151 Ying-chuan Rd., 25137 Tamsui, Taiwan.
Therefore, the method of limit equilibrium was broadly applied in the engineering fields when they were doing slope stability analysis.
Yamasaki, in: Slope Failure Analysis Using Local Minimum Factor of Safety Approach, Journal of Geotechnical Engineering, ASCE, Vol. 119 (1993), No. 12, p.1974-1987
Robertson, in: A Fundamental Approach to Slope Stability Problems in Hong Kong, Hong Kong Engineer, p.35-44 (1979)
Raad, in: Effect of Permeability on Surficial Stability of Homogeneous Slopes, Journal of Geotechnical Engineering, Vol. 119 (1993), No. 2, pp. 315-332

The sensitivity analysis of beam-spring model for Shield Tunnel Segment Wen Hao1, a ,Tang Biao1, b ,Xu Zhen-zhen1, c ,Zhang Kai-jian1, d ,Zeng Ya-wu1, e 1School of Civil Engineering, Wuhan University, Wuhan, Hubei 430072, P.
Introduction In recent years, shield tunneling construction method has been widely adopted in engineering practice.
According to recent practical engineering examples in China, the main parameters are set as follows: The thickness of upper soil is 10 m; the groundwater table is 1 m below the ground level.
Hebei: Journal of hebei university of engineering (Natural Science)(2008) [3] Zeng Dong-yang, He Chuan.
Tunnel and underground engineering example analysis of ANSYS[M].

[3] Weimin Li a, JinyuXua,b” Mechanical properties of basalt fiber reinforced geopolymeric concrete under impact loading” Materials Science and Engineering A 505 (2009) 178–186
Materials Science and Engineering A 505 (2009) 178–186
Impact characterization of basalt fiber reinforced geopolymeric concrete using a 100-mm-diameter split Hopkinson pressure bar ” Material science and engineering A 513- 514 (2009) 145-153
Dissertation, Department of Civil Engineering, Anna University, Chennai, India
[18] American Coal Ash Association, 1995, ‘Fly Ash Facts for Highway Engineers’, Federal Highway Administration, Report No.

Liew1,d 1Department of Civil Engineering, Faculty of Engineering, Universiti Teknologi PETRONAS, Bandar Seri Iskandar, 31750, Tronoh, Perak, Malaysia.
[2] Lu, W.Y., Lin, I.J., Hwang, S.J., Lin, Y.H., Shear strength of high-strength concrete dapped- end beams, Journal of the Chinese Institute of Engineers, Vol. 26, No. 5, (2003), 671-680
[6] Wang, Q., Guo, Z., Hoogenboom, P.C.J., Experimental investigation on the shear capacity of RC dapped-ends beams and design recommendations, Structural Engineering and Mechanics, Vol. 21, No. 2, (2005), 221-235
[7] Schlaich, J., Schafer, K., Design and detailing of structural concrete using strut-and-tie models, The Structural Engineer, Vol. 69, No. 6, (1991)
[9] Shah, A., Haq, E., Khan, S., Analysis and design of disturbed regions in concrete structures, The12nd East Asia-Pacific Conference on Structural Engineering and Construction, Procedia Engineering, (2011)

Whitworth, in: ICSMFE, Proceedings of theⅩⅢ International Conference on Soil Mechanics and Foundation Engineering.
Loganathan: Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125(1999), p. 207 [6] N.
NG: Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 131(2005): p. 193 [8] Y.J.
Zai, X.D.Wang, etc.: Chinese Journal of Underground Space and Engineering, Vol. 1(2005): p. 832.
Gao, etc.: Chinese Journal of Underground Space and Engineering, Vol. 6(2010), p. 1508.

Introduction In the 1990s, with the rapid development of ocean engineering, the bucket foundation came into being.
As a new type of foundation, the bucket foundation is not yet a lot of popularity in large-scale marine engineering.
China Civil Engineering Journal, 2000(4):68-73
Ocean Engineering，2012,52:75–82 [5] Jianhong Zhang, Feng Li, Yujie Wang, et al.
The Proceedings of The Second National Geotechnical Engineering Conference,808-814.