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[8] Hong Feng, Jiang Jinren and Li Yuting, Power Spectral Models of Earthquake Ground Motions and Evaluation of its Parameters, Earthquake Engineering and Engineering Vibration, Vol. 14, No. 2, pp. 46-52 (1994)
[12] Moayyad, P. and Mohraz, B. , A Study of Power Spectral Density of Earthquake Accelerograms, Civil and Mechanical Engineering Dept. , Southern Methodist University, Dallas, Texas, 1982
[14] Wang Yayong and Li Hong, Site Dependent Attenuation Statics of Strong Ground Motion Parameters, Earthquake Engineering and Engineering Vibration, Vol. 6, No. 3, pp. 67-77 (1986)
[15] Guo Yuxue and Wang Guoxin, Acceleration Attenuation Laws in North China, Earthquake Engineering and Engineering Vibration, Vol. 10, No. 1, pp. 31-42 (1986)
[17] Hu Yuxian and Zhang Minzheng, A Method of Predicting Ground Motion Parameters for Regions with Poor Ground Motion Data, Earthquake Engineering and Engineering Vibration, Vol. 4, No. 1, pp. 1-11 (1984)

An Approach to Multi-Constrained 3D Modeling for Curtain Wall System Based on Spatial Point-Line Model Zhenzhong Hu1,a, Fangqiang Yu2,b, Guoxing Li3,c and Zhongli Wang3,d 1Graduate School at Shenzhen, Tsinghua University, Shenzhen 518055, China; 2Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 3Zhuhai King Glass Engineering Co.
In this particular field, mature CAD systems and corresponding engineering applications are still needed.
Then by analyzing the interplays among these constraints, an iterative modeling method is proposed and applied to an on-going engineering project.
References [] Jie Wu, Ming Gong, Qilin Zhang: Computer Aided Engineering, Vol. 16 (2007), p. 22-24.
Steve: Numerical methods for engineers (fifth edition) (McGraw-Hill Science Engineering publications, 2005) [2] Francis S Hill, Jr., Stephen M Kelley: Computer graphics: using OpenGL (third edition) (Prentice Hall Press publications, 2009)

Journal of Mechanical Engineering, 2011,57(7-8):622-632
Engineering Mechanics,2002,19(3):132-136.
Nonlinear dynamic response of buoys under the collision load with ships[C]//International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE2012).
Engineering Mechanics,2011,28(4):138-144.
Polymer Materials Science and Engineering, 2004,20(6):184-186.

Engineering Structures, 130, 198-215
Engineering Structures, 127, 459-474
Engineering Structures, 61, 209-223
Engineering Structures, 118, 287-306
Journal of Civil Engineering and Management, 15(1), 7-19

., Lutsk 43025, Ukraine 2National University of Civil Defence of Ukraine, 94 Chernishevska str., Kharkiv 61023, Ukraine 3O.M.
Zhen, Static and dynamic characteristics modeling for CK61125 CNC lathe bed basing on FEM, Procedia Engineering 174 (2017) 489-496
Padding, Non-spherical particles in a pseudo-2D fluidised bed: modelling study, Chemical Engineering Science 192 (2018) 1105-1123
Pasternak, Boundary element modeling of pyroelectric solids with shell inclusions, Mechanics and Mechanical Engineering 22 (2018) 727-737
Svirzhevskyi, The behaviour of a rod (beam) under the influence of an external power load, Lecture Notes in Mechanical Engineering (2022) 13-22

Settlement Prediction of Soil at Closed Dumping area using Power Creep Function Nur Irfah Mohd Pauzi1, a *, Husaini Omar 2, b, Halina Misran3, c, Siti Zubaidah Othman3, c and Abreeza Manap3, c 1Civil Engineering Department, College of Engineering, Universiti Tenaga Nasional, Jalan IKRAM-UNITEN, 43009 Kajang, Selangor, Malaysia 2MTDRC, Level 9, Engineering Tower Block, Faculty of Engineering, Universiti Putra Malaysia, 43300 UPM Serdang, Selangor, Malaysia 3Nanoarchitectonic Laboratory, College of Engineering, Universiti Tenaga Nasional, Jalan IKRAM-UNITEN, 43000 Kajang, Selangor, Malaysia a*irfah@uniten.edu.my, bhusaini@upm.edu.my, chalina@uniten.edu.my Keywords: Soil Settlement Prediction, Power Creep Function, Geotechnical Parameters of Waste Soil Abstract.
The settlement prediction would help the geotechnical engineer in designing the depth of foundation which must be more than 0.13 meters as predicted by power creep function.
Conf. on Soil Mechanics and Foundation Engineering, Moscow, Vol. 1, 2 (2) (1973) p. 207-210 [2]A.
Hettiaratchi: Settlement of Bioreactor Landfills, Modeling of Settlement Behavior of Bioreactor Landfills; Interim Report, Department of Civil Engineering, University of Calgary, Alberta, Canada (2003) [10] D.G.
Conf. on Soil Mechanics and Foundation Engineering, Vol. 3, ISSMFE, Hamburg, Germany (1997) p. 1807-1811.

It also has been used ranging from automotive and civil engineering communities to the biomedical engineering community [4-5].
Yeo: Materials Science and Engineering A, Vol. 333 (2002) No.1, p. 368 [3] M.
Nagarajaiah: Journal of Structural Engineering, Vol. 129 (2003) No.7, p. 845 [6] F.
Wang: Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture, Vol. 224 (2010) No.6, p. 879 [7] A.
Merklein: Key Engineering Materials, Vol. 473 (2011), p. 121 [12] K.B.

University of Illinois Engineering Experiment Station Bulletin, No. 185 (1928)
[2] Baris Binici, An analytical model for stress–strain behavior of confined concrete, Engineering Structures, 27 (2005) 1040-1051
Gong, Loading-deformation relations of reinforced concrete columns under flexural-shear failure, Journal of Architecture and Civil Engineering, 27 (2010) 78-84
Park, Theoretical stress-strain model for confined concrete, Journal of Structural Engineering, 114 (1988) 1804-1826
[15] Razvi Salim, Saatcioglu Murat, Confinement model for high-strength concrete, Journal of Structural Engineering, 125 (1999) 281-289

Numerical Analysis of Anti-impact Performances of the Reinforced Concrete Slab Ma Qian1, a, Wu Dan 1,b , Shi Xudong1,c Jiang Xiugen*1,d 1 College of water resources & civil engineering, China Agricultural University, Beijing 100083, P.
Engineering Journal,2006,43(3): 201~215
Engineering mechanics, 2008,25(Sup.Ⅱ): 150-157
Engineering Structures, 2009, 31: 1522-1534
ANSYS Numerical analysis of engineering structure.

[2] Huang Runqiu: Chinese Journal of Rock Mechanics and Engineering, 26(3):433-454(2007), in Chinese
[3] YIN Kunlong, HAN Zaisheng and LI Zhizhong: Hydrogeology and Engineering Geology, 27(5):1-4(2000), in Chinese
[10]Zheng Yingren and Zhao Shangyi: China Civil Engineering Journal, 38(1):91-98(2005), in Chinese
[11]Zheng Yingren and Tang Xiaosong: Chinese Journal of Geotechnical Engineering, 29 (8):1115-1121(2007), in Chinese
[12]Tang Xiaosong and Zheng Yingren: Hydro-Science and Engineering, 111(1):1-6(2007), in Chinese.