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Reston, VA: American Society of Civil Engineers
Engineering Structures, 206, 110061
Engineering Structures, 210, 110414
Engineering Failure Analysis, 56, 233-243
Engineering mechanics: dynamics.

EFG virtual crack closure technique for the determination of stress intensity factor Chang Xueping 1, a, Liu Jun 2,b and Li Shirong 3,c 1 School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China 2 School of Civil Engineering, Southwest Petroleum University, Chengdu 610500, China 3 Department of Hydraulic Science And Engineering, Yangzhou University, Jiangsu 225009, China axuepingch0952@sina.com, bliujun-888888@163.com, clisr2000@yahoo.com.cn Keywords: Strain energy release rate(SERR), Virtual crack closure technique(VCCT), Stress intensity factor(SIF), EFG, Numerical solution.
Engineering Fracture Mechanics, 2005, 72, 2808-2820
Engineering Fracture Mechanics, 2009, 76: 2799-2809
Engineering Fracture Mechanics, 1977, 9: 931-938
Engineering Fracture Mechanics, 1987, 28: 251-274

Key Engineering Materials, 2000 (183):.571-576
Key Engineering Materials,2000,183:881-886
Underground engineering lining structure[M].
Tunnel engineering design outline collections[M].
Underground engineering design theory and practice[M].

Evaluation on effect of building settlement due to adjacent deep excavation Junsheng Chen1,2,a, Haihong Mo1,2,b and Shuzhuo Liu1,2,c 1Dept. of Civil Engineering，South China University of Technology, Guangzhou 510640 China; 2State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China ajschen@scut.edu.cn, bcvhhmo@scut.edu.cn, cshzhliu@scut.edu.cn Keywords: Deep foundation pit, Building settlement, Stratum stability analysis, 3D FEM.
However, adopting finite element method alone is not enough for practical engineering.
Engineering situation.
Through an engineering example, the following conclusions are drawn: (1) Overall site stability analysis and stability analysis of stratum next to excavation boundary are helpful to understand the stratum situation of engineering field and surrounding area.
Journal of Geotechnical and Geoenvironmental Engineering, Vol133(2)(2007): 129-143

Ravindra Sagar2,b 1Assistant Professor, Mechanical Engineering Department, The Oxford College of Engineering, Bengaluru – 560068 2Associate Professor, Mechanical Engineering Department, Sri Siddhartha Institute of Technology, Tumakuru – 572105 aE Mail ID: tvnagaraja@gmail.com; bE Mail ID: csravindrasagar19@gmail.com Keywords: Aluminium matrix composites, stir casting, Microstructure, Mechanical properties.
Using particulates reinforced aluminium alloy composites many material engineers were able to achieve near net shaped product with high productivity [9].
Alipour, Microstructure and mechanical behaviour of in situ fabricated LM26-TiC metal matrix composites, Archives of Civil and Mechanical Engineering Volume 17, 2017, Pages 535-544
Series: Materials Science and Engineering (2016) 149 (1), 012087
Keshavamurthy “Influence of Forging on Mechanical Properties of Ni–P coated Si3N4 Reinforced LM26 Composites”, Materials Science& Engineering A, 551, 2012, 59-66

Earthquake engineering and engineering vibration, 2009 (01) : 50-57
Structural Engineer .2010 (02) :119-125
Journal of central south highway engineering. 2007 (02) : 82-85
Journal of engineering mechanics. (01) : 2011-54
Earthquake engineering [M].

Seismic capacity of buildings, especially for civil houses, however, had been not paid much attention.
Results show that maximum relative error of displacement is nearly 3 percent, which can be accepted in engineering.
Goel, and Chatpan Chintanapakdee: Journal of structure engineering.
Dynamics of structures:Theoryand Applications to Earthquaker Engineering(Third Edition),BJ(2009) [4] Alemdar, B.
Chopra:Journal of structure engineering.

Reliability Engineering & System Safety Vol. 46(2) (1994) 159-169 [7] S.
Key Engineering Materials Vol. 297-300 (2005) 1895-1900
Civil Engineering Systems Vol. 3(4) (1986) 203-209
Proceedings of the Institution of Mechanical Engineers Part D, Journal of Automobile Engineering Vol. 216(D6) (2002) 455-471
Proceedings of the Institution of Mechanical Engineers Part D-Journal of Automobile Engineering Vol. 219(2) (2005) 165-182

Transmission tower optimization design has been one of the most active branches of structural engineering in the last decade[3].
From this perspective, it will take great advantages in the efficiency of solving structural shape optimization about a real engineering.
Optimum design of engineering structures.
[J]China Civil Engineering Journal.2007,40(2):39~46,In Chinese
Optimal design of skeletal structures using ant colony optimization, International Journal of Numerical Methods for Engineering, No. 70,5(2007)563~81

Seismic dynamic model tests on tunnel lining passing through the fault Jia-mei Zhou1,a, Qi Yan1,b, Guo-wang Meng1,c 1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China atmzjm@swjtu.edu.cn, b794277902@qq.com, c878223535@qq.com Keywords: Seismic; Tunnel lining; Faults; Model test; Shaking table Abstract: The seismic behaviors of tunnel lining passing through the fault are studied by means of large-scale shaking table tests under the load of Wolong- seismic wave.
Journal of Engineering Geology.2008.16(6)742-742 [3] Yu Xiang.
Structural Engineers.2006.20(6).55-58 [8] She Jian.
Chinese Journal of Rock Mechanics and Engineering.2005.24(11).1 978–1 985
World Earthquake Engineering. 2004. 20(4).11-14