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Journal articles on the topic 'Shanley'

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Published: 4 June 2021

Last updated: 1 February 2022

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1

Luft, Harold S., Ciaran S. Phibbs, Deborah W. Garnick, and James C. Robinson. "Rejoinder to Dranove and Shanley." Journal of Health Economics 8, no. 4 (February 1990): 479–83. http://dx.doi.org/10.1016/0167-6296(90)90029-3.

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2

Hunt, G. W., and B. A. Burgan. "Hidden asymmetries in the Shanley model." Journal of the Mechanics and Physics of Solids 33, no. 1 (January 1985): 83–94. http://dx.doi.org/10.1016/0022-5096(85)90023-7.

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3

SHANLEY, BRIAN. "Test-Optional Admission at a Liberal Arts College: A Founding Mission Affirmed." Harvard Educational Review 77, no. 4 (December 1, 2007): 429–35. http://dx.doi.org/10.17763/haer.77.4.b7m60878574m76w2.

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In this essay, Father Brian J. Shanley discusses Providence College's pilot program to eliminate standardized test scores from the required components of an admission application. Building on the college's ninety-year history of opening the doors of higher education to underrepresented populations, Providence College's test-optional policy is designed to ensure that students with strong academic preparation are not excluded from matriculating because of poor test performance. Shanley provides insight into the college's process of holistic application review and the institution's plan to study the impact of its new policy on the makeup and success of its student body.

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4

Novkov, Julie. "Making Babies, Making Families: What Matters Most in an Age of Reproductive Technologies, Surrogacy, Adoption, and Same-Sex and Unwed Parents By Mary Lyndon Shanley. Boston: Beacon Press, 2001. 206p. $27.00." American Political Science Review 96, no. 3 (September 2002): 622–23. http://dx.doi.org/10.1017/s0003055402350366.

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Mary Lyndon Shanley's Making Babies, Making Families bravely wades into the difficult ethical questions of accommodating new reproductive technologies and diverse family arrangements within the framework of existing and possible liberal legal principles. The book grapples with definitions of parenthood and parental rights in the contexts of adoption, unwed fatherhood, gamete transfer, surrogate motherhood, and multiple parenting within the lesbian, gay, bisexual and transgender (LGBT) community. Shanley mines these situations in order to derive some workable ethical and legal guidelines for the state's exercise of its regulatory capacities with respect to families. In doing so, she reveals the tensions and possibilities inherent in the state's role in defining families at a moment when many perceive traditional family structures as collapsing, for better or for worse.

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5

Freeland, Robert F. "Theoretical Logic and Predictive Specificity: Reply to Shanley." American Journal of Sociology 102, no. 2 (September 1996): 537–42. http://dx.doi.org/10.1086/230955.

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6

Reichberg, Gregory M. "The Thomist Tradition by Brian J. Shanley, O.P." Thomist: A Speculative Quarterly Review 68, no. 1 (2004): 157–61. http://dx.doi.org/10.1353/tho.2004.0044.

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7

Corona, E. "Stability of the Shanley Column Under Cyclic Loading." Journal of Applied Mechanics 68, no. 2 (June 28, 2000): 324–31. http://dx.doi.org/10.1115/1.1349118.

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This paper presents a numerical study of the Shanley column under cyclic loading. The model includes intermediate deformation kinematics. The constitutive model is based on the Dafalias-Popov model. Results for fully reversed, symmetric load or displacement-controlled loading are presented. Under displacement-controlled loading, the model can exhibit a transient response which takes it away from its initial configuration, but the response eventually reaches a stable cycle. Under load-controlled loading, the model can either reach a limit cycle or develop a limit load instability that causes collapse. The responses that result in collapse are imperfection sensitive. In addition, the response of the model is also sensitive to the amplitude of the applied loading cycles.

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8

Shanley, Thomas P., Natalie Cvijanovich, Richard Lin, Geoffrey L. Allen, Neal J. Thomas, Allan Doctor, Meena Kalyanaraman, et al. "Genome-Level Longitudinal Expression of Signaling Pathways and Gene Networks in Pediatric Septic Shock." Molecular Medicine 13, no. 9-10 (September 2007): 495–508. http://dx.doi.org/10.2119/2007-00065.shanley.

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9

Benedetti, Andrea, and Luca Deseri. "On a viscoplastic Shanley-like model under constant load." International Journal of Solids and Structures 36, no. 34 (December 1999): 5207–32. http://dx.doi.org/10.1016/s0020-7683(98)00195-4.

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10

Huang, Shan-Shan, Ian Burgess, Zhaohui Huang, and Roger Plank. "The mechanics of inelastic buckling using a Shanley-like model." Proceedings of the Institution of Civil Engineers - Engineering and Computational Mechanics 164, no. 2 (June 2011): 103–19. http://dx.doi.org/10.1680/eacm.2011.164.2.103.

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11

Jacobsen, Birgitte. "Shanley E.M. Allen:Aspects of Argument Structure in Acquisition in Inuktitu." Acta Linguistica Hafniensia 31, no. 1 (January 1999): 181–86. http://dx.doi.org/10.1080/03740463.1999.10415920.

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12

Ross, James. "One Hundred Years of Philosophy ed. by Brian J. Shanley, O.P." Thomist: A Speculative Quarterly Review 69, no. 3 (2005): 488–92. http://dx.doi.org/10.1353/tho.2005.0022.

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13

Anderson, Benjamin O., Denis D. Bensard, James M. Brown, John E. Repine, Paul F. Shanley, Jonathan A. Leff, Lance S. Terada, Anirban Banerjee, and Alden H. Harken. "FNLP injures endotoxin-primed rat lung by neutrophil-dependent and -independent mechanisms." American Journal of Physiology-Regulatory, Integrative and Comparative Physiology 261, no. 1 (July 1, 1991): 263. http://dx.doi.org/10.1152/ajpregu.1991.261.1.263-r.

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Pages R413–R420: Benjamin O. Anderson, Denis D. Bensard, James M. Brown, John E. Repine, Paul F. Shanley, Jonathan A. Leff, Lance S. Terada, Anirban Banerjee, and Alden H. Harken. “FNLP injures endotoxin-primed rat lung by neutrophil-dependent and -independent mechanisms.” The symbol μ was inadvertently omitted in the printed paper, suggesting that the doses were 106 times higher than the correct values. The correct doses were as follows: Salmonella typhimurium endotoxin, 500 μg/kg ip; FNLP, 250 μg/kg iv; and vinblastine, 750 μg/kg iv.

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14

Anderson, Benjamin O., Denis D. Bensard, James M. Brown, John E. Repine, Paul F. Shanley, Jonathan A. Leff, Lance S. Terada, Anirban Banerjee, and Alden H. Harken. "FNLP injures endotoxin-primed rat lung by neutrophil-dependent and -independent mechanisms." American Journal of Physiology-Regulatory, Integrative and Comparative Physiology 261, no. 1 (July 1, 1991): 263. http://dx.doi.org/10.1152/ajpregu.1991.261.1.263-s.

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Pages R413–R420: Benjamin O. Anderson, Denis D. Bensard, James M. Brown, John E. Repine, Paul F. Shanley, Jonathan A. Leff, Lance S. Terada, Anirban Banerjee, and Alden H. Harken. “FNLP injures endotoxin-primed rat lung by neutrophil-dependent and -independent mechanisms.” The symbol μ was inadvertently omitted in the printed paper, suggesting that the doses were 106 times higher than the correct values. The correct doses were as follows: Salmonella typhimurium endotoxin, 500 μg/kg ip; FNLP, 250 μg/kg iv; and vinblastine, 750 μg/kg iv.

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15

Symonds, P. S., and T. X. Yu. "Counterintuitive Behavior in a Problem of Elastic-Plastic Beam Dynamics." Journal of Applied Mechanics 52, no. 3 (September 1, 1985): 517–22. http://dx.doi.org/10.1115/1.3169093.

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In a particular example of short pulse loading on a pin-ended beam, the permanent deflection is predicted by a numerical solution to be in the direction opposite that of the load. Analysis of a Shanley-type model shows that this surprising behavior may occur as a consequence of plastic irreversibility combined with geometric nonlinearity, when the peak deflection produced by the pulse lies in a certain range of small magnitudes. Results from a number of well-known structural dynamics codes are shown. These exhibit a wide spread in the predicted final deflections, indicating strong sensitivities of both physical and computational nature.

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16

Yu, T. X., and Y. Xu. "The Anomalous Response of an Elastic-Plastic Structural Model to Impulsive Loading." Journal of Applied Mechanics 56, no. 4 (December 1, 1989): 868–73. http://dx.doi.org/10.1115/1.3176184.

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To simulate the response of a pin-ended elastic-plastic beam, a nonlinear structural model, i.e., a double-tier-spring model is analyzed to follow its deformation process after it is subjected to impulsive loading. After examining the first integral of the equation of motion, in the final elastic vibration, combined with other conditions, a region in the parameter’s map is found in which the anomalous behavior (i.e., a negative-negative vibration) appears. This model is proved to be equivalent to the Shanley-type model adopted in previous analyses, but the present approach provides new results in a more complete way.

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17

Klaushofer, Alex. "Reconstructing Political Theory: Feminist Perspectives, by Mary Lyndon Shanley & Oma Narayan (eds.)." Women’s Philosophy Review, no. 18 (1998): 74–76. http://dx.doi.org/10.5840/wpr19981846.

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18

Christensen, Claus, and Esben Byskov. "Advanced postbuckling and imperfection sensitivity of the elastic-plastic Shanley–Hutchinson model column." Journal of Mechanics of Materials and Structures 3, no. 3 (May 1, 2008): 459–92. http://dx.doi.org/10.2140/jomms.2008.3.459.

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19

Young, Hilary. "ASPECTS OF ARGUMENT STRUCTURE ACQUISITION IN INUKTITUT.Shanley E. M. Allen. Amsterdam: Benjamins, 1996. Pp. xvii + 248. $79.00 cloth." Studies in Second Language Acquisition 22, no. 1 (March 2000): 128–29. http://dx.doi.org/10.1017/s0272263100251061.

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The acquisition of Native American languages is an area of study in which there is still much work to be done, and this is especially true of Inuit languages. That alone makes Shanley Allen's Aspects of argument structure acquisition in Inuktitut a welcome addition to the list of publications on first language learning. The book is not, however, strictly intended for those who study Native American language acquisition. The extensive background information provided, both theoretical and methodological, makes Allen's work accessible to linguists with various interests. Furthermore, although her analysis is based largely on principles and parameters theory, she deliberately makes her research amenable to a variety of theoretical frameworks.

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20

Shanley, Jack, Danny Michael, and Patrick Senft. "Book Reviews." Armax: The Journal of Contemporary Arms VII, no. 1 (2021): 97–102. http://dx.doi.org/10.52357/armax02539.

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A History of the Small Arms Made by the Sterling Armament Company: Excellence in Adversity Reviewed by: Jack Shanley Peter Laidler, James Edmiston & David Howroyd. Barnsley: Pen & Sword, 2020. ISBN 978-15-26773-30-2. xv + 352 pp., 32 col. illus., 350 b. & w. illus. £40. Winchester Model 1895: Last of the Classic Lever Actions Reviewed by: Danny Michael Rob Kassab & Brad Dunbar. Boca Raton: Buffalo Cove Publishing, 2019. ISBN 978-0-578-46655-2. 432 pp., numerous col. illus. $89.99. Firearms of the Texas Rangers: From the Frontier Era to the Modern Age Reviewed by: Patrick Senft Doug Dukes. Denton: University of North Texas Press, 2020. ISBN 978-1-574-41810-1. 640 pp., 182 b. & w. illus. $45.

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21

Borino, G., U. Perego, and P. S. Symonds. "An Energy Approach to Anomalous Damped Elastic-Plastic Response to Short Pulse Loading." Journal of Applied Mechanics 56, no. 2 (June 1, 1989): 430–38. http://dx.doi.org/10.1115/1.3176101.

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In beams with full-end constraints, loaded transversely by short pressure pulses, the effect of extensional plastic deformation is to make possible instabilities related to snap buckling in the elastic-plastic recovery after the first peak displacement (Symonds and Yu, 1985). In the present paper we make use of a damped, Shanley-type model to study the calculation of the final displacement, reached asymptotically. We show that plots of the elastic strain energy and of the total energy as functions of the displacement help to guide thinking. They provide clarification of previously observed phenomena (Genna and Symonds, 1988) that appear complex at small damping, and lead to lower and upper bounds on the load parameter such that anomalous responses are observed. The response is calculable with the usual accuracy in problems where bifurcations are concerned.

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22

Mohammed, Saman Ali. "“Unsex me here” Lady Macbeth as a Disruptive Force in Macbeth." Journal of University of Human Development 2, no. 1 (January 31, 2016): 479. http://dx.doi.org/10.21928/juhd.v2n1y2016.pp479-489.

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William Shakespeare’s Macbeth was most likely written in 1606, three years into the reign of James I, James VI of Scotland since 1567 before he achieved the English throne in 1603. Macbeth is Shakespeare’s shortest tragedy yet it is one of his most influential and emotionally intense plays. Macbeth portrays “the paralyzing, almost complete destruction of human spirit” (Shanley 307). Like most of Shakespeare’s plays, Macbeth deals with the question of kingship and portrays the “problems of legitimacy and succession” surrounding serious political power that belonged to the monarch, the court and the royal councils (Hadfield 27). Numerous historical and literary studies have been conducted about various topics in Macbeth such as human desire, cruelty, and guilt. Gender role and its relation with power also have a great significance to the interpretation of the play.

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23

Burrell, David. "The Treatise on the Divine Nature: Summa Theologiae 1, 1–13 trans. by Brian Shanley, O.P." Thomist: A Speculative Quarterly Review 71, no. 1 (2007): 159–61. http://dx.doi.org/10.1353/tho.2007.0042.

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24

Bazˇant, Z. P. "Equilibrium Path Bifurcation Due to Strain-Softening Localization in Ellipsoidal Region." Journal of Applied Mechanics 57, no. 4 (December 1, 1990): 810–14. http://dx.doi.org/10.1115/1.2897645.

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A preceding study of the loss of stability of a homogeneous strain state in infinite homogeneous solid due to localization of strain into an ellipsoidal region is complemented by determining the condition of bifurcation of equilibrium path due to ellipsoidal localization mode. The bifurcation occurs when the tangential moduli matrix becomes singular, which coincides with Hill’s classical bifurcation condition for localization into an infinite layer. The bifurcation is normally of Shanley type, occurring in absence of neutral equilibrium while the controlled displacements at infinity increase. During the loading process with displacement increase controlled at infinity, this type of bifurcation precedes the loss of stability of equilibrium due to an ellipsoidal localization mode, except when the tangential moduli change suddenly (which happens, e.g., when the slope of the stress-strain diagram is discontinuous, or when temperature is increased).

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25

Bjorhovde, Reidar. "EVOLUTION AND STATE‐OF‐THE‐ART OF COLUMN STABILITY CRITERIA." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 16, no. 2 (June 30, 2010): 159–65. http://dx.doi.org/10.3846/jcem.2010.16.

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The strength and stability of steel columns have been the subjects of a great many studies since the original work of Leonhard Euler in 1744 and 1759. Numerous examinations of elastic buckling of perfectly straight columns were conducted during the 19th century, the most famous being the studies of Engesser and Considère, with several series of column tests attempting to find agreement between theory and physical behavior. The research work continued in the 20th century, examining the influence of material and member imperfections, including the famous tangent modulus work of Shanley, and the resolution of the effects of material non‐linearity, residual stress and column out‐of‐straightness. The definitive solutions were only obtained in the 1970‐s, when modeling and numerical solutions allowed for the incorporation of all nonlinear effects. Since that time reliability and probabilistic solutions have provided state‐of‐the‐art criteria for limit state treatment of the column problem. These principles are now the bases of the design standards for columns in all of the countries in the world. The paper focuses on the major evolutions that have taken place, but especially the work over the past 40 years. Realistic treatment and representation of the strength of columns in actual structures have now been achieved by the engineering profession. Santrauka Plieniniu kolonu stiprumas ir pastovumas buvo daugelio tyrinejimu objektas, pradedant nuo originaliu Leonhardo Eulerio 1744 ir 1759 m. darbu. XIX a. buvo atlikta daugelis idealiai tiesiu kolonu tampriojo klupumo tyrimu, iš kuriu žymiausi buvo Engesero (Engesser) ir Konsideres (Considere) tyrimai, apeme kelias kolonu bandymu serijas. Jais siekta rasti derme tarp teorijos ir fizines elgsenos. Darbai buvo tesiami ir XX a., nagrinejant medžiagu ir elementu nuokrypiu poveiki, iskai‐tant gerai žinoma Šenlio (Shanley) liestines modulio darba, ir medžiagu netiesiškumo, liekamuju itempiu bei kolonu išklupimo poveikius. Galutiniai sprendiniai buvo gauti tik 1970 m., kai modeliavimas ir skaitiniai eksperimentai leido atsižvelgti i visus netiesinius poveikius. Nuo to laiko patikimumo ir tikimybiniai sprendiniai suteike šiuolaikinius kriterijus kolonu problemos ribiniu būviu traktuotei. Dabar šie principai yra visu pasaulio šaliu kolonu projektavimo normu pagrindas. Straipsnyje pristatytos pagrindines raidos kryptys, apžvelgiamas darbas, nuveiktas per pastaruosius 40 metu. Statybos profesionalai pasieke tikroviška dabartiniu statiniu kolonu stiprumo traktuote ir pateikima.

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26

Fine, Gary Alan. "Doubtful: Doubt: A Parable by John Patrick Shanley Performed at the Walter Kerr Theater, New York City." Contexts 5, no. 2 (May 2006): 70–71. http://dx.doi.org/10.1525/ctx.2006.5.2.70.

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27

GEROSKI, P. A. "What Can Economics Offer Strategy? A Review of: D. Besanko, D. Dranove and M. Shanley Economics of Strategy." International Journal of the Economics of Business 4, no. 2 (July 1997): 215–27. http://dx.doi.org/10.1080/758516229.

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28

Sines, David. "Learning disabilities, 2nd editionLearning disabilities, 2nd edition E Shanley T Starrs Churchill Livingstone 328pp £19.95 0-443-04326-4." Nursing Standard 8, no. 26 (March 23, 1994): 44. http://dx.doi.org/10.7748/ns.8.26.44.s52.

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29

Bickford, Susan. "Reconstructing Political Theory: Feminist Perspectives. Edited by Mary Lyndon Shanley and Uma Narayan. University Park: Penn State Press, 1997." Hypatia 14, no. 2 (1999): 136–43. http://dx.doi.org/10.1017/s0887536700010291.

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30

Robinson, D. N., and S. M. Arnold. "Effects of State Recovery on Creep Buckling Under Variable Loading." Journal of Applied Mechanics 57, no. 2 (June 1, 1990): 313–20. http://dx.doi.org/10.1115/1.2891991.

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Structural alloys embody internal mechanisms that allow recovery of state with varying stress and elevated temperature; that is, they can return to a softer state following periods of hardening. Such material behavior is known to strongly influence structural response under some important thermomechanical loadings; for example, those involving thermal ratcheting. Here, we investigate the influence of dynamic and thermal recovery on the creep buckling of a column under variable loading. The column is taken as the idealized (Shanley) sandwich column. The constitutive model, unlike the commonly employed Norton creep model, incorporates a representation of both dynamic and thermal (state) recovery. The material parameters of the constitutive model are chosen to characterize NARloy-Z, a representative copper alloy used in thrust nozzle liners of reusable rocket engines. Variable loading histories include rapid cyclic unloading/reloading sequences and intermittent reductions of load for extended periods of time; these are superimposed on a constant load. The calculated results show that state recovery significantly affects creep buckling under variable loading. Failure to account for state recovery in the constitutive relations can lead to nonconservative predictions of the critical creep-buckling time.

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31

Bickford, Susan. "Book Review: Edited by Mary Lyndon Shanley and Uma Narayan.RECONSTRUCTING POLITICAL THEORY: FEMINIST PERSPECTIVES. University Park: Penn State Press, 1997." Hypatia: A Journal of Feminist Philosophy 14, no. 2 (April 1999): 136–43. http://dx.doi.org/10.2979/hyp.1999.14.2.136.

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32

Smiley, Marion. "Feminism, Marriage and the Law in Victorian England, 1850–1895. By Mary Lyndon Shanley. Princeton: Princeton University Press, 1989. 213p. $25.00." American Political Science Review 84, no. 4 (December 1990): 1364–65. http://dx.doi.org/10.2307/1963288.

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33

Ajzenstat, Janet. "Feminist Interpretations and Political TheoryMary Lyndon Shanley and Carole Pateman, eds. University Park: Pennsylvania State University Press, 1991, pp. x, 288." Canadian Journal of Political Science 24, no. 4 (December 1991): 894–95. http://dx.doi.org/10.1017/s0008423900006041.

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34

Levine, Philippa. "Mary Lyndon Shanley. Feminism, Marriage, and the Law in Victorian England, 1850-1895. Princeton: Princeton University Press. 1989. Pp. x, 213. $25.00." Albion 22, no. 4 (1990): 706–7. http://dx.doi.org/10.2307/4051424.

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35

Lee, J. Y., P. S. Symonds, and G. Borino. "Chaotic Responses of a Two-Degree-of-Freedom Elastic-Plastic Beam Model to Short Pulse Loading." Journal of Applied Mechanics 59, no. 4 (December 1, 1992): 711–21. http://dx.doi.org/10.1115/1.2894033.

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The paper discusses chaotic response behavior of a beam model whose ends are fixed, so that shallow arch action prevails after moderate plastic straining has occurred due to a short pulse of transverse loading. Examples of anomalous displacement-time histories of a uniform beam are first shown. These motivated the present study of a two-degree-of-freedom model of Shanley type. Calculations confirm these behaviors as symptoms of chaotic unpredictability. Evidence of chaos is seen in displacement-time histories, in phase plane and power spectral diagrams, and especially in extreme sensitivity to parameters. The exponential nature of the latter is confirmed by calculations of conventional Lyapunov exponents and also by a direct method. The two-degree-of-freedom model allows use of the energy approach found helpful for the single-degree-of-freedom model (Borino et al., 1989). The strain energy is plotted as a surface over the displacement coordinate plane, which depends on the plastic strains. Contrasting with the single-degree-of-freedom case, the energy diagram illuminates the possibility of chaotic vibrations in an initial phase, and the eventual transition to a smaller amplitude nonchaotic vibration which is finally damped out. Properties of the response are further illustrated by samples of solution trajectories in a fixed total energy plane and by related Poincare section plots.

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36

Movchan, A. A., and S. A. Dumanskii. "Double-Coupled Problem of Buckling of the Shanley Column on Shape Memory Alloy Rods during the Reverse Martensite Transformation in a Constrained State." Russian Metallurgy (Metally) 2018, no. 10 (October 2018): 916–22. http://dx.doi.org/10.1134/s0036029518100166.

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37

Krishna, Kvsm. "Book Reviews : Dean A. Shepherd and Mark Shanley, New Venture Strategy: Timing, Environmental Uncertainty, and Performance, Thousand Oaks: Sage Publications, 1998, pp. 112." Journal of Entrepreneurship 8, no. 1 (March 1999): 103–6. http://dx.doi.org/10.1177/097135579900800109.

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38

Watkins, Ryan T., and John A. Shaw. "Unbuckling of superelastic shape memory alloy columns." Journal of Intelligent Material Systems and Structures 29, no. 7 (January 3, 2018): 1360–78. http://dx.doi.org/10.1177/1045389x17733331.

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Our recent buckling experiments on superelastic shape memory alloy columns (initially straight rods and tubes) discovered that during axial shortening, certain specimens bent (buckled) at a critical compressive load and then, surprisingly, straightened (unbuckled) at a larger compressive load. This “buckling–unbuckling” phenomenon, defined here as the deviation from and then return to a straight configuration during monotonic loading, is not only an intriguing phenomenon (contrary to the post-buckling behavior of conventional materials) but also presents the possibility for novel applications. This work aims to provide a clearer understanding of when and why unbuckling occurs, presenting the experimental observations of this phenomenon and the stability analysis of a modified Shanley column model that captures the unbuckling behavior. Unbuckling behavior is shown to be a consequence of a secondary branch that deviates from the principal path at a low-load level (critical buckling load), but reattaches to the principal path at a higher load level (unbuckling load). The analysis shows that unbuckling behavior can only occur for certain combinations of column geometries and nonlinear (stiff–soft–stiff) material laws, that is, relatively stout columns with the right sequence of softening/stiffening to create the necessary restorative bending moment to reset the column to a straight configuration. The feasible space is defined by closed-form bounds on geometric and material parameters, along with a sensitivity analysis of these parameters on the amplitude of unbuckling.

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39

Hunt, G. W. "Hidden (A)Symmetries of Elastic and Plastic Bifurcation." Applied Mechanics Reviews 39, no. 8 (August 1, 1986): 1165–86. http://dx.doi.org/10.1115/1.3149518.

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Buckling at a distinct bifurcation point is more often than not symmetric, in the sense that equal and opposite amplitudes of the single buckling mode give identical physical shapes and hence energy levels. It is also commonly the case that combinations of modes break such symmetries, so that when critical loads are close (and sometimes when they are not), the preferred buckling involves a strong interaction between more than one mode. A single cubic cross-term of potential energy, readily identifiable from certain symmetry tests, then dominates the early (unstable) post-buckling, which later may be restabilized by positive quartic terms. In such instances the equilibrium paths over large deflections frequently exhibit a specific looping form, with an accompanying remote bifurcation, which was first predicted from a specialized application of the theorems underlying catastrophe theory. A number of well-known, and quite different, structural examples are given. A simple spring and link model due to Budiansky and Hutchinson, with a close similarity to the well-known Shanley model, shows that the latter can be interpreted in this manner, despite its being a problem of plastic bifurcation. Interactive buckling in sandwich panels, and in the long axially-loaded cylinder, provide two practical examples, others also being identified. A pilot scheme of perturbation analysis specifically designed to handle such problems is described, and used with considerable accuracy on the two link models, as demonstrated by comparison with exact solutions.

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40

Partskhaladze, Gaioz, Ingusha Mshvenieradze, Elguja Medzmariashvili, Gocha Chavleshvili, Victor Yepes, and Julian Alcala. "Buckling Analysis and Stability of Compressed Low-Carbon Steel Rods in the Elastoplastic Region of Materials." Advances in Civil Engineering 2019 (May 29, 2019): 1–9. http://dx.doi.org/10.1155/2019/7601260.

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This paper presents new approaches for solving a problem of the stability of compressed rods in the elastoplastic working region of materials. It is known that the columns of buildings, supports of engineering devices, drill rods of oil, and gas extraction industry may be subjected to significant risk of stability loss. Nowadays, there are design methods based on test results defining the relations (e.g., critical stresses-slenderness) to avoid this risk due to stability loss, but the precision and limits of definition are not always known. The main objectives of the study were to develop new approaches that would allow specifying the values of critical stresses of compressed elements beyond the proportional limit. The problem of stability of the compressed elements in the elastoplastic region was studied according to the stability theory. The authors suggested an original approach to the issue; in particular, the determination of values of the critical stresses and the finding of the points of the bifurcation were carried out by the tangent established by experimental results and by the approximation of the so-called double modulus. Comparative analysis showed the advantage of the proposed approach, particularly that the new critical curves were located below the curves of Engesser-Karman and Shanley and above the critical curves established by building codes. A new approach for the determination of critical stresses in the elastoplastic region was developed through which the structural reliability and economic efficiency was increased by almost 12% compared to the existing approaches.

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Huang, Shan-Shan, and Ian W. Burgess. "Effect of transient strain on strength of concrete and CFT columns in fire – Part 1: Elevated-temperature analysis on a Shanley-like column model." Engineering Structures 44 (November 2012): 379–88. http://dx.doi.org/10.1016/j.engstruct.2012.05.032.

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Orio, M., H. Ögelman, and S. Balman. "The ROSAT observations of classical novae." International Astronomical Union Colloquium 158 (1996): 289. http://dx.doi.org/10.1017/s0252921100038872.

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We observed a number of classical and recurrent novae in the Galaxy and the LMC with the ROSAT X-ray telescope and searched the archival data for other serendipitous observations. Preliminary results show that only 9 out of 37 observed objects were bright enough in X-rays to be detected with ROSAT, either in outburst or at quiescence.Three basic mechanisms can cause X-ray emission from classical or re-current novae. The first is hot hydrogen burning in a thin shell of the remnant envelope left on the white dwarf after the nova explosion. Hydrogen burning post-novae should be blackbody like emitters at nearly Eddington luminosity (as per the ‘supersoft’ X-ray sources). In our sample, only GQ Mus (Nova Mus 1983, see Ögelman et al. 1993; Shanley et al. 1995) and V1974 Cyg 1992 (Krautter et al. 1996) had these characteristics. Remarkably, among 10 LMC novae that had an outburst in the last 47 yr none was detected as a ‘supersoft’ X-ray source. The 3 σ upper limits for the black-body temperatures of the post-nova white dwarfs are mainly in the range 20… 30 eV. A post-nova can also emit X-rays because of shocks occurring in the ejected shell (e.g. O’Brien et al. 1994). Three out of four classical novae that were observed in outburst displayed a hard X-ray component in the ROSAT energy band, which might be due to a shocked shell. Finally, X-ray emission is expected from quiescent nearby novae because of accretion. Only four nearby accreting sources were detected; the ROSAT upper limits for the non-detected quiescent novae are Lx < 1031… 1032 ergs−1, assuming a thermal plasma at kT = a few keV.

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Schütze, Carson T. "Shanley E.M. Allen. Aspects of Argument Structure in Inuktitut. In the series Language Acquisition and Language Disorders 13. Amsterdam: John Benjamins. 1996. Pp. xvi + 244. US$79.00 (hardcover)." Canadian Journal of Linguistics/Revue canadienne de linguistique 42, no. 4 (December 1997): 492–95. http://dx.doi.org/10.1017/s0008413100017266.

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Said, Jonathan W. "Book Review Diagnostic Pathology of Infectious Diseases By Gail L. Woods and Yezid Guitierrez, with David H. Walker, David T. Purtilo, and John D. Shanley. 656 pp., illustrated. Philadelphia, Lea and Febiger, 1993. $95. 0-8121-1604-6." New England Journal of Medicine 330, no. 1 (January 6, 1994): 72. http://dx.doi.org/10.1056/nejm199401063300124.

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SHANKER, Rama, and Kamlesh Kumar SHUKLA. "Power Shanker Distribution and its Application." Turkiye Klinikleri Journal of Biostatistics 9, no. 3 (2017): 175–87. http://dx.doi.org/10.5336/biostatic.2017-56601.

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Karp, Anna. "Tapping the green market: certification and management of non-timber forest products by Abraham Guillen, Sarah A. Laird, Patricia Shanley and Alan R. Pierce, 2002. Earthscan, 480 pp, ISBN 1 85383 38713 1(hbk), 1 85383 8101 1(pbk)." European Environment 14, no. 1 (January 2004): 51–52. http://dx.doi.org/10.1002/eet.334.

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Wei, Zhong Liang, Hai Peng Lin, Juan Juan Du, and Yue Yong Pan. "The Design Technology of PDC Bit in The High Hardness and Abrasiveness Formation of Xishanyao." Advanced Materials Research 201-203 (February 2011): 1535–38. http://dx.doi.org/10.4028/www.scientific.net/amr.201-203.1535.

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High hardness and abrasiveness, low ROP and seriously deviation are the features of Shanle block Xishanyao formation in Turpan-Hami Oilfield, whose lithology was conglomerate, glutenite, interbedded sandstone, large angle of bedding and many fractures. To enhance ROP at this high hardness and abrasive region, designing of PDC bit is introduced based on crown shape, blade, teeth, bit hydraulics and so on. The designed bit had a good performance in the test of Well He-3 at Shanle block.

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Meyers, Derek. "John Alexander Shanasy." Medical Journal of Australia 148, no. 2 (January 1988): 97–98. http://dx.doi.org/10.5694/j.1326-5377.1988.tb104525.x.

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Varenov, Andrey V. "In Memoriam Gai Shanlin (1935–2020) – A Prominent Chinese Rock Art Researcher." Oriental Studies 19, no. 10 (2020): 162–66. http://dx.doi.org/10.25205/1818-7919-2020-19-10-162-166.

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Gai Shanlin (盖山林), of Manchu origin, was a native of Xingtang County, Hebei Province in China. He was born on 10 September 1935, and received higher education in Lanzhou city in 1960. Since 1962, Gai Shanlin was employed at the Inner Mongolian Archaeology of Cultural Heritage Research Institute. He was a prominent rock art researcher, considered to be No. 1 in China. Gai Shanlin was the first who discovered, described and published materials of the rock art sites of Inner Mongolia in the Yinshan mountains, the Wulanchabu grassland and the Badain Jaran Desert. During his life, he wrote about a dozen books and several hundred articles on the subject. Since 1988, Gai Shanlin was also a member of the China Association for Promoting Democracy. He was elected Vice-Chairman of the 9th CPPCC Inner Mongolia Autonomous Regional Committee in 2003 and held that post until 2008. Gai Shanlin aged 85 passed away on 9 February 2020, in Hoh-hot city.

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Cai, Jian Guo. "A Brief Analysis of Renovation Project Management of Shanty Towns." Applied Mechanics and Materials 357-360 (August 2013): 2289–94. http://dx.doi.org/10.4028/www.scientific.net/amm.357-360.2289.

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With the purpose of acquiring an insight into the current situation of existing renovation project management of shanty towns in China and truly mastering the effect of such management, the renovation project of shanty towns is taken as a target of this systematic and in-depth study. The background under which shanty towns take shape is comprehensively analyzed and the connotation of renovation project of shanty towns is clearly defined. Based on an extensive range of practical investigations, several questions existing in renovation project management of Chinese shanty towns are concluded. Furthermore, several countermeasures and suggestions aiming at improving renovation project management of shanty towns are put forward, with an aim to play an active driving role in the completion of renovation project of shanty towns with high efficiency, quality and benefit as scheduled.

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