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[3] Fajfar, P., Capacity spectrum method based on inelastic demand spectra, Earthquake Engineering & Structural Dynamics, Vol. 28, Issue 9, pp. 979-993, (1999)
Part II: infilled structures, Journal of Earthquake Engineering, vol.1, n.3, pp. 475-503, (1997)
[11] De Angelis, F., An internal variable variational formulation of viscoplasticity, Computer Methods in Applied Mechanics and Engineering, Vol. 190, n. 1-2, pp. 35-54, (2000)
Journal for Multiscale Computational Engineering, Vol. 5, n. 2, pp. 105-116, (2007)
[25] Mainstone R.J., On the stiffness and strength of infilled frames, Proceedings of the Institution of Civil Engineers, Supplement (IV), Paper n. 7360S, pp.57-89, (1971)

This has resulted in steady growth of the use of structural stainless steel in civil projects due to the many benefits of stainless steel which include: high corrosion resistance, great durability, good fire resistance, low maintenance, and particularly a low life cycle cost in aggressive external environments [6].
Acknowledgments The authors would like acknowledge the contribution of the following companies who contributed to the project: Stainless Structurals Asia Pte Ltd, Vulcan Stainless, Rivet Engineering, D&H Steel Construction Ltd and Grayson Engineering Ltd.
Gardner, The use of stainless steel in structures, Progress in Structural Engineering and Materials, 7 (2005) 45-55
Husain, Cyclic-loading performance of welded flange-bolted web connections, Journal of Structural Engineering,. 119(1993) 3537-3550
Stratan, Cyclic tests of double-sided beam-to-column joints, Journal of Structural Engineering,. 127 (2001) 129-136

Suoware3,d 1Mechanical & Production Engineering, Enugu State University of Science and Technology, Nigeria 2Mechanical Engineering Department, University of Nigeria Nsukka.
Nigeria. 3Department of Mechanical Engineering Technology, Federal Polytechnic, Ekowe, Nigeria *abenedict.ugwu@esut.edu.ng, bjohn.ani@esut.edu.ng, csylvester.edelugo@unn.edu.ng, dsuoware.timine@federalpolyekowe.edu.ng.
Non-linear models that ought to be resolved numerically are becoming inevitably prone to experimentation, due to recent technological developments, especially in aerospace, robotics, and manufacturing engineering.
P. and Markandeya R., “Experimental investigation on buckling of GFRP cylindrical shells subjected to axial compression”, Journal of Mechanical and Civil Engineering (2013), Volume 9, pp 20-25 HYPERLINK "https://doi.org/10.9790/1684-0952025"https://doi.org/10.9790/1684HYPERLINK "https://doi.org/10.9790/1684-0952025"-HYPERLINK "https://doi.org/10.9790/1684-0952025"0952025HYPERLINK "https://doi.org/10.9790/1684-0952025" [14] Kumar, A.
Callister Jr, Materials Science and Engineering - An Introduction (5th ed.)

In parametric modeling, the design engineer takes advantage of both 2D and 3D commands and featured that are embedded in the CAD modeler.
Polymer Engineering & Science, 1 (2008) 1023-1026
Journal of Materials Science and Engineering, 1 (2011) 947-959
Series: Materials Science and Engineering, IOP Publishing, 48 (2013) 1-10
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE), 8(1) (2013) 12-21

These requirements motivated researchers and engineers to develop a new type of brace the buckling restrained brace.
[4] Fajfar, P., Capacity spectrum method based on inelastic demand spectra, Earthquake Engineering & Structural Dynamics, Vol. 28, Issue 9, (1999), pp. 979-993
[8] Cancellara, D., De Angelis, A nonlinear analysis for the retrofitting of a RC existing building by increasing the cross sections of the columns and accounting for the influence of the confined concrete, 2nd International Conference on Civil, Architectural and Hydraulic Engineering, Zhangjiajie, China, (2012)
[21] De Angelis, F., An internal variable variational formulation of viscoplasticity, Computer Methods in Applied Mechanics and Engineering, Vol. 190, n. 1-2, (2000), pp. 35-54
Journal for Multiscale Computational Engineering, Vol. 5, n. 2, (2007), pp. 105-116

Murr, A Review of FSW Research in Dissimilar Metal and Alloy System, in: Journal of Materials Engineering and Performance, Vol. 19(8), pp. 10711089, 2009
Ma, Friction stir welding and processing, in: Materials Science and Engineering, R 50, pp. 178, 2005
Engineering Manufacture, pp. 13231331, 2004
Khot, An overview of Friction stir welded alloys: Microstructure and properties, in: IOSR Journal of Mechanical and Civil Engineering (IOSRJMCE), ISSN: 22781684, pp. 0106
Vogt, Aluminum tailored heat treated blanks, in: Production Engineering, Vol. 3, pp. 401410, 2009

New Enterprise Management Model of Protection and Utilization for Chinese Ancient Villages Wei Fei School of Architecture, Fuzhou University, Fuzhou, Fujian 350108, China email: feiwei2009@yahoo.com.cn Keywords: Architectural engineering; Ancient village; Native people; Enterprise management system; Model; Core operation; Employee colony; Sustaining development ; City planning.
There is almost no civil participation and cooperation.

Analysis of Application Situation of Continuous Compaction Control (CCC) Qianmi Yu1, a, Jiankun Liu2,b and Yahu Tian3,c 1Department of Highway and Railway Engineering, School of Civil Engineering, Beijing Jiaotong University.
In 1980s, the CCC was introduced and used by some engineering departments in China, but the ideal effect was not achieved.
(7) Technical Code for Continuous Compaction Control of Railway Earth Structure Fill Engineering drawn up by Southwest Jiaotong University and China Railway Eryuan Engineering Group Co.
System Composition (1) The configuration system of rollers According to the products of Dynapac Company, the configuration system is based on two computer software programs including the earthwork compaction engineering software (CompBase) and the compaction engineering software of asphalt pavement (PaveComp).
Vol.6(2012), p.41 [15] Southwest Jiaotong University, China Railway Eryuan Engineering Group Co.

Brebner, Solid and Permeable Submerged Breakwaters, in: American Society of Civil Engineers (Ed.), Coastal Engineering, London, United Kingdom, 1968, pp. 1141-1158
Shen, Wave motion over a group of submerged horizontal plates, International Journal of Engineering Science 37 (1999) 703-715
Teixeira, Numerical Study on the Effect of Submerged Depth on the Horizontal Plate Wave Energy Converter, China Ocean Engineering 28 (2014) 687–700
Teng, Numerical investigation of nonlinear wave scattering by a horizontal submerged plate, Procedia Engineering 116 (2015) 237-244
Dalrymple, Water Wave Mechanics for Engineers and Scientists, World Scientific, Singapore, 1991

The 3D Seismic Pounding Effect of High-Pier Bridge Based on OpenSees Qingli Meng1, a, Xia Yin2, b 1Institute of Engineering Mechanics, China earthquake administration, Harbin 150080, China 2Institute of Engineering Mechanics, China earthquake administration, Harbin 150080, China aiemqlmeng@gmail.com, byin_xia_happy@126.com Keywords: high-pier Bridge; 3D contact friction model; OpenSees; traveling wave effect Abstract.
Earthquake Engineering and Structural Dynamics.2005, 34:595-611 [2] Jankowski R,Wilde K,Fujino Y.
Earthquake Engineering and Structural Dynamics. 2006, 35:811-828 [4] Atlas of Seismic Damage of Highway in Wenchuan, People Communication Press [5] Pantelides C P,Ma X.Linear and nonlinear pounding of structural systems.
[10] Meng Qingli, The study on 3D contact-friction pounding model based on OpenSees, The Workshop on Civil Engineering and Energy Engineering, July 15-17, 2011 Hohhot, China
A simplified review on the seismic pounding of adjacent buildings, WORLD EARTHQUAKE ENGINEERING, Vol.19 No.4, 2003.