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Post-buckling Analysis of FGM Beam Subjected to Non-conservative Forces and In-plane Thermal Loading Zhao Fengqun1,a Wang Zhongmin2,b Zhang Ruiping1,c 1School of Sciences, Xi’an University of Technology, Xi’an, 710054, P.R.China 2School of Civil Engineering and Architecture, Xi’an University of Technology, Xi’an, 710048, P.R.China azhaofq@xaut.edu.cn , bwangzhm@xaut.edu.cn, czhangruiping63@xaut.edu.cn Keywords: FGM beam; non-conservative force; thermal loading; post-buckling Abstract: Based on the Kirchhoff large deformation theory, the post-buckling behavior of right movable simply supported FGM beam subjected to non-conservative forces and in-plane thermal loading was analyzed in this paper.
Compared with homogeneous materials, the variation of deformation and stress of FGM structures subjected to mechanical load and thermal load is more complex, and it has become an important key technical problems in engineering application.
Beam, plate and shell are basic structures which are commonly used in engineering application.

Seismic Behavior of Concrete Filled Circular Steel Tubular Columns Based on Artificial Neural Network Hua Wei1, a, Yu Du1,b, Haijun Wang1,c 1 College of Architectural Engineering, Shenyang University of Technology, Shenyang, Liaoning, 110870, China aweiflower1973@yahoo.com.cn, bdu_yu@yahoo.com.cn, c wang_navy@hotmail.com Keywords: Optimization, concrete filled circular steel tubular column, artificial neural network Abstract.
BP network model is the most widely used ANN model in the structure engineering.
J., Hasegawa A. and Shoe Y., Experimental study on strength of RCFT, Civil Engineering Symposium, Sendai, Japan., pp. 84-85, (1999)

Analysis of Storey Damage Effect Factors of SRC frame-RC Core Tube Hybrid Structure under Cyclic Loading Shan-suo Zheng1,a, Wei Yang 1,b ,Qing-lin Tao 1,c and Yi Hu1,d 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, bbluceyang1987@163.com, ctql6551@163.com,dhuyi6570@163.com Keywords: ABAQUS program, SRC frame-RC core tube hybrid structure, stiffness character value, shear wall depth-thickness ratio Abstract.
Earthquake Engineering and Structural Dynamics, 1988, Vol.16: 719-734
Earthquake Engineering and Structural Dynamics, 1987, 15(8): 993-1003

An Analysis of a Tuned Mass Damper under Dynamic Loads Vladimír ŠÁNA1,a*, Jiří LITOŠ1,b, Zdeňka ŘÍHOVÁ1,c and Markéta KOČOVÁ1,d 1Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, CZ-166 29 Prague, Czech Republic avladimir.sana@fsv.cvut.cz, blitos@fsv.cvut.cz, czdenka.rihova.1@fsv.cvut.cz, dmarketa.kocova@fsv.cvut.cz Keywords: Dynamic analysis, TMD design, Fourier Transform, Fourier Series.
Analysis of TMD in context of earthquake engineering with Den Hartog’s formulas can be found in [5].
Gavazzeni, Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering, in: Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 2014, Porto, 2014, pp. 1729-1736.

Vasiliev, Modeling of rectangular cross-section columns by volume elements using superelement technology, Structural Mechanics of engineering structures and buildings. 4 (2012) 48-54
Balushkin, Features of modeling the process of crack formation of reinforced concrete structures in a stage close to destruction, Bulletin of Civil Engineers. 3 (2010) 49-54
Mailyan, Method for calculating reinforced concrete eccentrically compressed columns, Engineering Bulletin of Don. 4 (2012)

Hyde2,d 1College of Civil and Architectural Engineering, Hebei United University, Tangshan 063009, China 2Department of Mechanical, Materials and Manufacturing Engineering, University of Nottingham, Nottingham NG7 2RD, UK aemail: tjwxg@heuu.edu.cn; bemail: eaxrl3@nottingham.ac.uk; cemail: w.sun@nottingham.ac.uk; demail: thomas.hyde@nottingham.ac.uk Keywords: shaft, hoop stress, von Mises stress, fatigue design.
Part G: J. of Aerospace Engineering Vol. 219(2010), p. 208-219

Microscopic Analysis of Sand Shear Band in Direct Shear Test based on Particle Flow Theory Yang Liu1,a, Jie Hu1,b and Shunchuan Wu1,c 1 School of Civil and Environment Engineering, University of Science and Technology Beijing, Beijing 100083, China aimaginationly@163.com, bhujie1989ustb@126.com, cwushunchuan@ustb.edu.cn Keywords: particle flow theory, direct shear test, shear band Abstract.
References [1] Mingjing Jiang, Zhujiang Shen: Symposium of the third national conference of rock and soilmechanics engineering for youth, Nanjing (1998), p. 135 [2] Zhao Zhang, Yuanxue Liu: Journal of LEU Vol. 2 (2004), p. 12 [3] Zhengyin Cai, Xiangsong Li: Chinese Journal of Geotechnical Engineering Vol. 25 (2003), p. 129 [4] Lianmin Xu, Hehua Zhu, NAKAI Teruo, NISHIMURA Tomo: Rock and Soil Mechanics Vol. 27 (2006), p. 61 [5] D.M.

The characteristics of the aerobic granular sludge on nitrogen and phosphorus removal simultaneously Jinsheng Liu1,a, Yongjiong Ni2,b, Genyuan Jia2,b and Jun Li2，b 1Department of Architecture and Civil Engineering, Zhejiang College of Construction, Hangzhou, Zhejiang, 311231, China. 2Deapartment of Municipal Engineering, Zheiiang University of Technology, Hangzhou, 310014, China.
Water &Wastewater Engineering , 2003.29(3): 22-26

Research on mechanical model and fatigue crack of tubular joint Yan Diao Department of Civil Engineering, Southwest Jiaotong University, Chengdu, Sichuan, China 610031 Email: dyy124@126.com Key Words: tubular joint, mechanical model, position of cracking points, fatigue test Abstract: When the tubular joint is under stress, the stressed conditions on the intersection line are rather complicated.
(3) Such model and formula is guidable to similar fatigue cracking of tubular joints and actual engineering practices in future
Journal of Building structure 2001,22(6)25/30 [6]Liu peng.Radius of the Converging plane stiffness of steel node.Department of architectural engineering Shanghai Tongji University,2001 [7]Wang wei,Chen yiyi.Steel tube intersection node local stiffness parameters formular.Journal of Tong ji University

Study on a Simple Self-resetting Sliding Isolation Jianmin Jin1, 2,a, Ping Tan1,b, Yuhong Ma 1, c, Xuezhen Zhuang1,d, Chaoyong Shen1,e 1 Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou, 510405, P.R.China 2 School of Civil Engineering ,Xi’an University of Architecture and Technology, Xi’an 710055,P.R.
Seismic control of structures (Seismological Press , Beijing 1997) [2] Gu Wei , Xia Yu and Liu Bin Journal of Wuhan university of technology, Vol. 25(2003), p. 27 [3] Lou Yonglin, Wang Minquan andSu Zhiqi Journal of Building Structure, Vol. 15(1994), p.24 [4] Zhang Wenfang,Cheng Wenrang and Li Aiqun.: Journal of Building Structure, Vol. 21(2000), p.60 [5] Zhang Wenfang,Cheng Wenrang and Li Aiqun.: Journal of Southeast university, Vol. 27(1997), p.45 [6] Zhang Wenfang,Cheng Wenrang and Li Aiqun.: Journal of Southeast university, Vol. 27(1997), p.45 [7] Li Li,Shi Hongfu and Fan Jian.: Earthquake Resistant Engineering and Retrofitting, Vol. 27(2005), p.46 [8] GB 50018-2002 Code for seismic design of building(China Architecture&Building Press, Beijing 2001)