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Production control in engineer-to-order firms.
thesis, Department of Mechanical Engineering, the Univ. of Michigan, 1989
Probability Concepts in Engineering: Emphasis on Applications to Civil & Environmental Engineering.
Advances in Mechanical Engineering, 8(4):1687814016642954, 2016
Advances in Mechanical Engineering, 7(5):1687814015588477, 2015.[25] T.

AGOUZOUL2, f 1Laboratory of Study and Research for Applied Mathematics, (LERMA) Agdal Mohammed V University, Engineering Mohammedia School, Rabat, BP. 765, Ibn Sina avenue, Agdal, Morocco 2Team of Research and Development: Multimedia Modeling and Mechanics, (ERD3M) Agdal Mohammed V University, Engineering Mohammedia School, Rabat, BP. 765, Ibn Sina avenue, Agdal, Morocco 3Laboratory of Optimization and Reliability in Structural Mechanics, (LOFIMS) National Institute of Applied Sciences - Rouen, BP 08, avenue de l’université 76801, St Etienne du Rouvray Cedex, France 4GS Laboratory Boss Team, National School of Applied Sciences of Kenitra, Ibn Tofail University, PO Box 242, 1400, Kenitra, Morocco 5National School of Applied Sciences of El Jadida, Chouaib Doukkali University, El Jadida, Morocco ahanaa.hachimi@univ-ibntofail.ac.ma, bassif.s@ucd.ac.ma, cyounes.aoues@insa-rouen.fr, daelhami@insa-rouen.fr, eellaia@emi.ac.ma, fagouzoul@emi.ac.ma, Keywords: Optimization, heuristics
Proposed Method for hybrid differential evolutionary and particle swarm optimization (DE-PSO) The optimization of structures is an essential process in the design of mechanical engineering systems (civil engineering, aerospace, automotive).
He, ANSYS Tutorial, Department of Mechanical Engineering, University of Minnesota, Class material for short course for ANSYS (7.0) in Mechanical Engineering Department , October 2003
EL HAMI, ”A New Hybrid Genetic Algorithm and Particle Swarm Optimization” .Key Engineering Materials Vol. 498 (2012) pp 115-125 © (2012) Trans Tech Publications, Switzerland.

Therefore engineers have to evaluate the loading conditions and its environment based on the properties of alloys for selection of Aluminium alloys over other alloys for structural applications.
[29] Fereshte Ghorbani, Massoud Emamy, Hamed Mirzadeh, “Enhanced tensile properties of as‑cast Mg‑10Al magnesium alloy via strontium addition and hot working” Archives of Civil and Mechanical Engineering (2021) 21:86; https://doi.org/10.1007/s43452-021-00241-3
“Strength and ductility-related properties of ultrafine grained two-phase titanium alloy produced by warm multiaxial forging”, Materials Science and Engineering A 536 (2012) 190–196 [43] Q.
Al./ “Effect of Strontium on Microstructure and Mechanical Properties Al-7Si-0.2Cu Alloys”, International Journal of Scientific & Engineering Research Volume 12, Issue 5, May-2021 ISSN 2229-5518
Materials Science and Engineering A, 2013, 580: 92−98 [57] G.A.

Effect of Tidal Fences on the Stress and Deformation of Bridge Structure Zhaode Zhang1,2, a, Zhenxing Cheng1, 3,b , Zhongjian Sun1,c and Zhibo Tang1,d 1School of Naval Architecture and Civil Engineering, Zhejiang Ocean University, Zhoushan, Zhejiang 316000, China 2Zhejiang (Jiuhe) Advanced Marine Technology R and D Center Zhoushan, Zhejiang 316000, China 3Key Laboratory of Ship Engineering of Zhejiang Province, Zhoushan, Zhejiang 316000, China azzd@zjou.edu.cn, bczx.xxx@163.com, c sunzhongjian@hotmail.com, dtzb@zjou.edu.cn Keywords: Tidal Energy; Bridge; Structure; Strength; Tidal Fence.
Fahua Zhang[3] issued a topic of building experimental tidal power station with the mechanical engineering and marine structures.
Journal of Hydroelectric Engineering.
Journal of Hydroelectric Engineering.
Journal of Harbin Engineering University, Vol.30(10)(2009) (in Chinese) [5] Yong Zeng, Airong Chen, Rujin Ma: Fracture Strength of Wires with Cracks in Suspension Bridge.

Sulfur mineral species are also commonly encountered during civil engineering works.
Fig. 1 Options and effectiveness with the stages of tunnel engineering As the original geochemical conditions of sulfide-bearing rocks are alternated and parts of the rocks may be weathered.
Of the prevention and mitigation of ARD in tunnel engineering, a tunnel designer can reference the recent and widely accepted methods in mining engineering, since the generation of ARD due to tunnel construction is analogical to that of mining engineering.
Oyama, Deterioration of water quality in a reservoir receiving pyrite-bearing rock drainage and its geochemical modeling, Engineering Geology, 55 (1999) 45-55
Oyama, Mechanism and effect of chemical weathering of sedimentary rocks, Engineering Geology, 55 (1999) 3-14

Reference [1] D.L.Li, F.W.Cao, J.Zhang: The Applications of Pulsed Power in Environment Engineering, High Voltage Engineering, Vol. 28 (2002), pp.35-38
[11] L.S.Fan, L.Z.Liu, X.J.Zhang: Research on Nanosecond Electromagnetic Pulse Simulators, Journal of Ordnance Engineering College, Vol.16(2004),pp.58 - 61
[15] Q.G.Zhang, Y.C.Qiu: Analysis and Design of Switch-Transfer Circuit for High Voltage Nanosecond Pulses, Advanced Technology of Electrical Engineering and Energy(1996),pp.11-16
[18] F.J.Sun, Y.C.Qiu, A.C.Qiu: Experimental Study of the Discharge Channel Image on Multigap Gas Spark Switch, Voltage Engineering, Vol.27(2001),pp.49-52
[19] W.F.Chen, Y.J.Cao, X.Zhou: Optimization Design of GTEM Cell Adapter for an EMP Simulator, Voltage Engineering, Vol.35(2009),pp.2102-2107.

(2) Housing Intrinsic Vulnerability Assessment Index The vulnerability of housing is mainly measured by the structure (and materials) and service time of the housing, which should be calculated in line with the following formula, respectively: Hvul=i=14（SiS）∙VIDi (8) Hvul（T）=TuseTdesign (9) Where: i is the category of housing structure, 1 thru. 4 represents the civil structure, brick structure, masonry concrete structure and reinforced concrete structure in sequence; Si is the housing area of the corresponding structure, S is the total housing area within this region, VIDi is the average loss rate of i-th class housing with respect to the tailings pond dam-break hazard, Tuse is the already service years of the building, and Tdesign is the design service
The special disaster response capability refers to a variety of engineering and non-engineering disaster resilience measures provided for the prevention and treatment of the tailings pond dam-break hazards, including the disaster forecasting capability index and engineering disaster resilience index.
China Mine Engineering, Vol.38 (2009), p. 42 [2] Information on http://www.chinasafety.gov.cn [3] Y.B Shu, Z.X Li.
Minerals Engineering, Vol.11 (1998), p. 1179 [5] Z.Z.
World Earthquake Engineering, Vol.26 (2010), p. 346 [7] G.D.

Control and Behavior Prediction of Personnel Evacuation in Underground Ventilation Equipment Room on Fire Chun GUO1, a, Mingnian WANG 2,b and Li YU3,c 1,2,3School of Civil Engineering, Southwest Jiaotong University, Chengdu, P.R.China a chunguoline@qq.com, b 1990622@163.com, c yuli1026@163.com Keywords: Fire disaster, Personnel evacuation, Control, Behavior prediction.
And 1.0~1.5m/s is set for urban underground engineering and ground buildings, due to the complexity of the escaping routes.
Engineering adopts the concept of movement rate to show the difficulty to go through the door, which means the number of people who pass the door in a time unit.
Based on fire engineering and practical implementation, the urban underground engineering gets the statistic data of 43 person/(m.min) for a single line of people to evacuate.
Evacuation model of underground ventilation equipment room fire EXODUS is a comprehensive evacuation model devised by the fire prevention and safety engineering group (FSEG) of the School of Computing and Mathematical Sciences in British Greenwich university.

Impact Force Spectrum for Damage Assessment of Earthquake-induced Structural Pounding Robert Jankowski1 1 Faculty of Civil and Environmental Engineering, Gdańsk University of Technology ul.
They allow an engineer to apply the knowledge of structural dynamics to the earthquake-resistant design in order to prevent or reduce structural damage.
Maison: Engineering Structures Vol. 19 (1997), p. 195
[3] Earthquake Engineering Research Institute: EERI Report 95-03 (EERI, USA 1995)
Chopra: Dynamics of Structures: Theory and Applications to Earthquake Engineering (Prentice Hall, USA 1995)

This definition can be also extended to Engineering Cementitious Composite (ECC), Fiber Reinforced Concrete (FRC) and shotcrete.
Sisti, Shear strengthening of wall panels through jacketing with cement mortar reinforced by GFRP grids, Composites Part B: Engineering 64 (2014) 33-42
Ingham, Polymer textiles as a retrofit material for masonry walls, In Proceedings of the Institution of Civil Engineers - Structures and Buildings 167(1) (2014) 15- 25
Prota, Analysis of FRCM and CRM parameters for the in-plane shear strengthening of different URM types, Composites Part B: Engineering. 171 (2019) 20-33
Prota, In-plane behaviour of tuff masonry strengthened with inorganic matrix–grid composites, Composites Part B: Engineering. 45(1) (2013) 1657-1666