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Journal articles on the topic 'Structural Engineering and Mechanics'

Author: Grafiati
Published: 4 June 2021
Last updated: 13 February 2022

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1

Elishakoff, Isaac. "Stochastic Structural Mechanics." Probabilistic Engineering Mechanics 4, no. 1 (March 1989): 56. http://dx.doi.org/10.1016/0266-8920(89)90009-x.

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2

Macdonald, John H. G. "Briefing: Current trends in engineering mechanics: structural dynamics." Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 165, no. 2 (June 2012): 81–82. http://dx.doi.org/10.1680/eacm.11.00019.

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3

Adeli, Hojjat, M. P. Kamat, Girish Kulkarni, and R. D. Vanluchene. "High‐Performance Computing in Structural Mechanics and Engineering." Journal of Aerospace Engineering 6, no. 3 (July 1993): 249–67. http://dx.doi.org/10.1061/(asce)0893-1321(1993)6:3(249).

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4

Walker, George. "Structural engineering and resilience." Australian Journal of Structural Engineering 17, no. 4 (December 2016): 213–14. http://dx.doi.org/10.1080/13287982.2017.1285497.

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5

Kong, Hailing, Luzhen Wang, and Hualei Zhang. "Seepage Mechanics in Rock Engineering." Advances in Civil Engineering 2018 (October 29, 2018): 1–4. http://dx.doi.org/10.1155/2018/5076905.

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6

Mang, H. A., Ch Hellmich, R. Lackner, and B. Pichler. "Computational structural mechanics." International Journal for Numerical Methods in Engineering 52, no. 56 (October 20, 2001): 569–87. http://dx.doi.org/10.1002/nme.298.

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7

Selvadurai, A. P. S. "Elasticity in engineering mechanics." Canadian Journal of Civil Engineering 16, no. 3 (June 1, 1989): 411–12. http://dx.doi.org/10.1139/l89-067.

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8

Jeronimidis, G., and A. G. Atkins. "Mechanics of Biological Materials and Structures: Nature's Lessons for the Engineer." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 209, no. 4 (July 1995): 221–35. http://dx.doi.org/10.1243/pime_proc_1995_209_149_02.

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Biological structures have evolved to fit their purpose and a discussion is given of the materials and engineering reasons for their success. The contrast is made between traditional engineering's extraction of maximum benefit from choice of materials and Nature's extraction of maximum benefit from structural shapes made of indifferent materials. The issue of integration and continuous optimization from the molecular level up to large structural components is highlighted. The relevance of such principles to engineering design is explored. Biological systems are also intelligent and an exciting possibility is that the engineering designer will be able to make use of materials and structures that are capable of preparing themselves for future events, not merely respond to immediate events. This, and ideas of integrating use with function, will require radical changes in design thought processes.
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9

Harrison, J. P., and J. W. Cosgrove. "Integrating rock mechanics and structural geology in rock engineering." IOP Conference Series: Earth and Environmental Science 833, no. 1 (August 1, 2021): 012001. http://dx.doi.org/10.1088/1755-1315/833/1/012001.

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10

Mackerle, Jaroslav. "Structural mechanics database." Computer-Aided Design 17, no. 7 (September 1985): 338. http://dx.doi.org/10.1016/0010-4485(85)90179-4.

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11

Atkočiūnas, Juozas. "PROFESSOR ALGIRDAS ČIŽAS AS FAMOUS SCIENTIST AND EDUCATOR/PROFESORIUS ALGIRDAS ČIŽAS - ŽYMUS MOKSLININKAS IR PEDAGOGAS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 5, no. 3 (June 30, 1999): 161–65. http://dx.doi.org/10.3846/13921525.1999.10531456.

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Algirdas Eduardas ČIžas is Professor of the Department of Strength of Materials, Director of the Lithuanian Centre for Quality Assessment in Higher Education. Prof A. Čižas was born on September 16, 1929 in a picturesque Lithuanian locality, Anykščiai. In 1952 he graduated from Kaunas Polytechnic Institute (Faculty of Civil Engineering). In 1953–57 editor and head of the Division of Technical Literature in a publishing house in Vilnius, in 1959–64 editor of Lithuanian encyclopedias. In 1967 a Doctoral student, then teacher, Associated Professor, since 1977 full Professor at the Vilnius Civil Engineering Institute (later Vilnius Technical University). In 1980–87 Dean of Civil Engineering Faculty, since 1995 Director of the Centre for Quality. More than 100 scientific publications on higher education problems and structural mechanics, optimisation methods. A. Čižas has introduced restrictions of stiffness, influence of a cross-sectional shape and a strain-hardening factor into optimisation theory of structural mechanics. The first paper “Application of mathematical programming methods for analysis of elastic-plastic structures with restricted deformation” (in Russian) was published in “Statybine mechanika” (Structural mechanics) issued by the Kaunas Polytechnic Institute in 1966. A. Čižas reported his research results at international conferences in Russia, Poland, Italy, United Kingdom, USA, etc. More than 25 years of publishing “Lithuanian Proceedings in Mechanics” (“Lietuvos mechanikos rinkinys)” (1968–94) are related to the development of Lithuanian research in mechanics. During the whole period A. Čižas was a managing editor of the journal. All the papers in volumes 1–32 of the LPM were published in Russian with Lithuanian and English summaries. After integration of the journals, results of research on mechanics are published in “Mechanika” (Mechanics) and “Statyba” (Civil Engineering). A. Čižas is a member of editorial boards of both journals, an author of the textbook “Strength of Materials. Mechanics of Structural Members” (1993, in Lithuanian), a co-author of the textbook “Problems on Strength of Materials with Comments” (1985). He has translated (from Russian into Lithuanian) more than ten books. Prof A. Čižas is a coordinator of drafting several legislative acts for higher education. Member of the Seimas of Sqjūdis (1988–90), member of the Lithuanian State Language Committee at the Seimas of the Republic of Lithuania, expert of Science Council of Lithuania.
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12

Tadikonda, S. S. K., and H. Baruh. "Gibbs phenomenon in structural mechanics." AIAA Journal 29, no. 9 (September 1991): 1488–97. http://dx.doi.org/10.2514/3.10764.

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13

Schuëller, G. I. "Developments in stochastic structural mechanics." Archive of Applied Mechanics 75, no. 10-12 (August 30, 2006): 755–73. http://dx.doi.org/10.1007/s00419-006-0067-z.

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14

Brown, Colin B., and Xiaochen Yin. "Errors in Structural Engineering." Journal of Structural Engineering 114, no. 11 (November 1988): 2575–93. http://dx.doi.org/10.1061/(asce)0733-9445(1988)114:11(2575).

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15

Kaveh, A. "Matroids in structural mechanics." Computers & Structures 47, no. 1 (April 1993): 169–74. http://dx.doi.org/10.1016/0045-7949(93)90289-p.

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16

Atkočiūnas, J. "DISTORSION IN STRUCTURAL MECHANICS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 1, no. 1 (March 31, 1995): 3–24. http://dx.doi.org/10.3846/13921525.1995.10531499.

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The behaviour of elastic perfectly plastic structures under given loadings and distorsion is examined until plastic failure (analysis problem). “Distorsion” is here for the strain which does not satisfy the compatibility equations. A distorsion can be caused by prestressing, supports displacements or lack of precision during fabrication stage (the plastic strain is the example of distorsion, too). The mathematical models for analysis problems are created by the help of extremum energy principles—principles of complementary energy and total potential energy minimum. The emphasis is put on traditional to the structural mechanics bar and plate bending systems. The main unknowns are the self-equilibrium forces, displacements and strains. In the case of bar systems the analysis problem is formulated by means of linear yielding conditions as a quadratic programming problem. The analysis of Lagrange's generalised problem shows that the displacements and forces from given distorsions and plastic strains should be obtained by the same expressions. For the algoritmisation of Lagrange's problem different methods can be used: finite difference or finite element methods. Very convenient are well-known procedures of the equilibrium finite elements (with forces as main unknowns; the conditions of equilibrium satisfied) for building of stiffness and flexibility matrices. In the present paper only on the estimation of distorsion in the self-equilibrium finite elements and in the structural shakedown problems are given. The numerical example of plate analysis is presented.
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17

Augusti, G., A. Baratta, F. Casciati, and H. I. Epstein. "Probabilistic Methods in Structural Engineering." Journal of Engineering Materials and Technology 108, no. 4 (October 1, 1986): 379. http://dx.doi.org/10.1115/1.3225903.

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18

Roberts, J. B. "Methods of stochastic structural mechanics." Probabilistic Engineering Mechanics 2, no. 3 (September 1987): 164. http://dx.doi.org/10.1016/0266-8920(87)90008-7.

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19

Beck, James L., Wolfgang Graf, and Christian Soize. "Special Issue on Computational Intelligence in Structural Engineering and Mechanics." Computer-Aided Civil and Infrastructure Engineering 27, no. 9 (September 4, 2012): 639. http://dx.doi.org/10.1111/j.1467-8667.2012.00784.x.

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20

Bryant, R. H. "Structural Engineering and Applied Mechanics Data Handbook, Volume 1: Beams." Journal of Pressure Vessel Technology 111, no. 2 (May 1, 1989): 203. http://dx.doi.org/10.1115/1.3265659.

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21

Ghaboussi, Jamshid. "Biologically inspired soft computing methods in structural mechanics and engineering." Structural Engineering and Mechanics 11, no. 5 (May 25, 2001): 485–502. http://dx.doi.org/10.12989/sem.2001.11.5.485.

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22

Tyber, Jeff, Jason McCormick, Ken Gall, Reginald DesRoches, Hans J. Maier, and Alaa E. Abdel Maksoud. "Structural Engineering with NiTi. I: Basic Materials Characterization." Journal of Engineering Mechanics 133, no. 9 (September 2007): 1009–18. http://dx.doi.org/10.1061/(asce)0733-9399(2007)133:9(1009).

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23

Mills, Julie E., and David F. Treagust. "Using Projects to Teach Structural Engineering." Australian Journal of Structural Engineering 4, no. 3 (January 2003): 211–20. http://dx.doi.org/10.1080/13287982.2003.11464921.

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24

Rega, Giuseppe, Valeria Settimi, and Stefano Lenci. "Chaos in one-dimensional structural mechanics." Nonlinear Dynamics 102, no. 2 (October 2020): 785–834. http://dx.doi.org/10.1007/s11071-020-05849-3.

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25

Cotton, J. D. "Anelastic Deformation Measurements in Structural Engineering Alloys." Journal of Materials Engineering and Performance 9, no. 4 (August 1, 2000): 463–66. http://dx.doi.org/10.1361/105994900770345872.

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26

Demirbilek, Zeki. "Wave Mechanics for Ocean Engineering." Journal of Waterway, Port, Coastal, and Ocean Engineering 127, no. 4 (August 2001): 252. http://dx.doi.org/10.1061/(asce)0733-950x(2001)127:4(252).

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27

Roddis, W. M. Kim. "Structural Failures and Engineering Ethics." Journal of Structural Engineering 119, no. 5 (May 1993): 1539–55. http://dx.doi.org/10.1061/(asce)0733-9445(1993)119:5(1539).

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28

El-Dakhakhni, Wael. "Data Analytics in Structural Engineering." Journal of Structural Engineering 147, no. 8 (August 2021): 02021001. http://dx.doi.org/10.1061/(asce)st.1943-541x.0003112.

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29

Radi, B., J. C. Gelin, and A. Perriot. "Subdomain methods in structural mechanics." International Journal for Numerical Methods in Engineering 37, no. 19 (October 15, 1994): 3309–22. http://dx.doi.org/10.1002/nme.1620371907.

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30

Patnaik, Surya N., Rula M. Coroneos, and Dale A. Hopkins. "Compatibility conditions of structural mechanics." International Journal for Numerical Methods in Engineering 47, no. 1-3 (January 10, 2000): 685–704. http://dx.doi.org/10.1002/(sici)1097-0207(20000110/30)47:1/3<685::aid-nme788>3.0.co;2-y.

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31

Widders, R., B. Morris, and S. Mason. "Troubleshooting and rectifying structural mechanics problems – applied mechanics in industry." Australian Journal of Mechanical Engineering 6, no. 2 (January 2008): 143–51. http://dx.doi.org/10.1080/14484846.2008.11464569.

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32

McCormick, Jason, Jeff Tyber, Reginald DesRoches, Ken Gall, and Hans J. Maier. "Structural Engineering with NiTi. II: Mechanical Behavior and Scaling." Journal of Engineering Mechanics 133, no. 9 (September 2007): 1019–29. http://dx.doi.org/10.1061/(asce)0733-9399(2007)133:9(1019).

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33

Rossmanith, H. P. "The importance of engineering fracture mechanics in structural integrity: A short history of fracture mechanics." Technology, Law and Insurance 2, no. 4 (December 1997): 195–229. http://dx.doi.org/10.1080/135993797349786.

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34

Engelmayr, George C., and Michael S. Sacks. "A Structural Model for the Flexural Mechanics of Nonwoven Tissue Engineering Scaffolds." Journal of Biomechanical Engineering 128, no. 4 (January 23, 2006): 610–22. http://dx.doi.org/10.1115/1.2205371.

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The development of methods to predict the strength and stiffness of biomaterials used in tissue engineering is critical for load-bearing applications in which the essential functional requirements are primarily mechanical. We previously quantified changes in the effective stiffness (E) of needled nonwoven polyglycolic acid (PGA) and poly-L-lactic acid (PLLA) scaffolds due to tissue formation and scaffold degradation under three-point bending. Toward predicting these changes, we present a structural model for E of a needled nonwoven scaffold in flexure. The model accounted for the number and orientation of fibers within a representative volume element of the scaffold demarcated by the needling process. The spring-like effective stiffness of the curved fibers was calculated using the sinusoidal fiber shapes. Structural and mechanical properties of PGA and PLLA fibers and PGA, PLLA, and 50:50 PGA/PLLA scaffolds were measured and compared with model predictions. To verify the general predictive capability, the predicted dependence of E on fiber diameter was compared with experimental measurements. Needled nonwoven scaffolds were found to exhibit distinct preferred (PD) and cross-preferred (XD) fiber directions, with an E ratio (PD/XD) of ∼3:1. The good agreement between the predicted and experimental dependence of E on fiber diameter (R2=0.987) suggests that the structural model can be used to design scaffolds with E values more similar to native soft tissues. A comparison with previous results for cell-seeded scaffolds (Engelmayr, G. C., Jr., et al., 2005, Biomaterials, 26(2), pp. 175–187) suggests, for the first time, that the primary mechanical effect of collagen deposition is an increase in the number of fiber-fiber bond points yielding effectively stiffer scaffold fibers. This finding indicated that the effects of tissue deposition on needled nonwoven scaffold mechanics do not follow a rule-of-mixtures behavior. These important results underscore the need for structural approaches in modeling the effects of engineered tissue formation on nonwoven scaffolds, and their potential utility in scaffold design.
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35

Hudson, J. A., and J. W. Cosgrove. "Integrated structural geology and engineering rock mechanics approach to site characterization." International Journal of Rock Mechanics and Mining Sciences 34, no. 3-4 (April 1997): 136.e1–136.e15. http://dx.doi.org/10.1016/s1365-1609(97)00018-x.

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36

Wrobel, Luiz Carlos. "Discretization methods in structural mechanics." Engineering Analysis with Boundary Elements 7, no. 3 (September 1990): 151. http://dx.doi.org/10.1016/0955-7997(90)90048-e.

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37

Fedorenko, B. F., and V. S. Luk’yanov. "Endurance assessment for structural elements at engineering stage." Strength of Materials 39, no. 5 (September 2007): 484–91. http://dx.doi.org/10.1007/s11223-007-0054-9.

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38

Joyal, A. "Offshore structural engineering." IEEE Journal of Oceanic Engineering 11, no. 2 (April 1986): 340–41. http://dx.doi.org/10.1109/joe.1986.1145167.

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39

Mazars, Jacky, and Stephane Grange. "Modeling of reinforced concrete structural members for engineering purposes." Computers and Concrete 16, no. 5 (November 25, 2015): 683–701. http://dx.doi.org/10.12989/cac.2015.16.5.683.

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40

Rajasekaran, S., and P. Chitra. "Structural mechanics approach for Carbon Nanotubes." KSCE Journal of Civil Engineering 13, no. 5 (July 14, 2009): 347–58. http://dx.doi.org/10.1007/s12205-009-0347-6.

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41

McKeown, J. J. "Computation structural mechanics and multidisciplinary optimization." Engineering Structures 13, no. 4 (October 1991): 384. http://dx.doi.org/10.1016/0141-0296(91)90028-b.

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42

Milner, Henry. "Glulam theory from statistical engineering mechanics." Australian Journal of Structural Engineering 21, no. 2 (February 6, 2020): 162–73. http://dx.doi.org/10.1080/13287982.2020.1721953.

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43

Soh, C. K., and Ashok Gupta. "Intelligent Interactive Tutoring Systemfor Engineering Mechanics." Journal of Professional Issues in Engineering Education and Practice 126, no. 4 (October 2000): 166–73. http://dx.doi.org/10.1061/(asce)1052-3928(2000)126:4(166).

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44

Trampus, Péter. "Reactor Pressure Vessel Integrity in Light of the Evolution of Materials Science and Engineering." Materials Science Forum 473-474 (January 2005): 287–92. http://dx.doi.org/10.4028/www.scientific.net/msf.473-474.287.

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Structural integrity of the reactor pressure vessel of pressurized water reactors is one of the key safety issues in nuclear power operation. Integrity may be jeopardized during operational transients. The problem is compounded by radiation damage of the vessel structural materials. Structural integrity assessment as an interdisciplinary field is primarily based on materials science and fracture mechanics. The paper gives an overview on the service induced damage processes and associated changes of mechanical properties, the prediction of degradation and the assessment of the entire component against brittle fracture with a special focus on how the evolution of materials science and engineering has contributed to reactor vessel structural integrity assessment.
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45

Heyman, Jacques, and J. H. Lienhard. "The Stone Skeleton: Structural Engineering of Masonry Architecture." Journal of Applied Mechanics 63, no. 4 (December 1, 1996): 1056. http://dx.doi.org/10.1115/1.2787238.

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46

Harris, D. O., C. H. Wells, S. A. Rau, and D. D. Dedhia. "Engineering codes for the analysis of structural integrity." International Journal of Pressure Vessels and Piping 59, no. 1-3 (January 1994): 175–83. http://dx.doi.org/10.1016/0308-0161(94)90152-x.

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47

Collop, A. C. "Deformation and fracture mechanics of engineering materials (4th edition)." Engineering Structures 19, no. 3 (March 1997): 283. http://dx.doi.org/10.1016/s0141-0296(97)81125-x.

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48

Noor, Ahmed K., and Satya N. Atluri. "Advances and trends in computational structural mechanics." AIAA Journal 25, no. 7 (July 1987): 977–95. http://dx.doi.org/10.2514/3.9731.

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49

Kim, K. S. "Symposium on Nano- and Micro-Structural Mechanics." Applied Mechanics Reviews 47, no. 6S (June 1, 1994): S320. http://dx.doi.org/10.1115/1.3124434.

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50

Zeng, Pan. "Neural Computing in Mechanics." Applied Mechanics Reviews 51, no. 2 (February 1, 1998): 173–97. http://dx.doi.org/10.1115/1.3098995.

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Recently, the artificial neural network has experienced a surge in popularity and is now one of the most rapidly expanding areas of research across many disciplines. The main reason is in its powerful and adaptive abilities to treat various complex problems. One can be sure that with its further developments, neural networks will strongly impact many conventional disciplines from the standpoint of methodology. In the field of mechanics, the research and application of both neural network and revolutionary computing are especially active and successful. The back propagated multilayered network is one of the main types applied to engineering. The related works concern almost all topics of engineering science and mechanics, such as, approximation of structural analysis, assessment of structural damage, fault diagnosis, prediction, strategic management, decision making, structural optimization, etc. The aim of this review is to summarize and recapitulate the up-to-date developments and applications of neural networks and computing in mechanics, with emphasis on the back propagation algorithm of multilayer networks. Not only are the fundamental principles outlined clearly, but some typical examples are also presented. It is hoped that this review article can promote the development and applications of neural network and computing in mechanics. This article contains 221 references.
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