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Thematische Bibliographien / Deflecting Structure / Bücher

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Bücher zum Thema „Deflecting Structure“

Autor: Grafiati

Veröffentlicht am 25. Juni 2021

Zuletzt aktualisiert am 1. Februar 2022

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1

Ji, Tianjian. Structural Design Against Deflection. Boca Raton, FL : CRC Press/Taylor & Francis Group, [2020]: CRC Press, 2020. http://dx.doi.org/10.1201/9780429465314.

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2

Diverging pathways: Social structure and career deflections. Cambridge, England: Cambridge University Press, 1993.

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3

Ellis, John S. Deflections by Pasternak's theorem. Kingston, Ont., Canada: Dept. of Civil Engineering, Royal Military College, 1985.

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4

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St. Lucia: University of Queensland, Dept. of Civil Engineering, 1990.

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5

Wang, C. M. Shooting-optimization technique for large deflection analysis of structural members. St Lucia, Q., Australia: Department of Civil Engineering, The University of Queensland, 1990.

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6

Fichter, W. B. Some solutions for the large deflections of uniformly loaded circular membranes. Washington, D.C: National Aeronautics and Space Administration, 1997.

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7

Morales-Valentin, Gustavo E. Temperature differential effect on the falling weight deflectometer deflections used for structural evaluation of rigid pavements. [Austin]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1987.

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8

Mei, C. Component mode synthesis and large deflection vibration of complex structures: Final report for the period ended January 31, 1987. [Washington, DC: National Aeronautics and Space Administration, 1987.

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9

Tang, Man-Chung. The Story of the Koror Bridge. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2014. http://dx.doi.org/10.2749/cs001.

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<p>Koror Babeldaob Bridge, also called Koror Babelthuap Bridge or simply Koror Bridge, connects the islands of Koror and Babeldaob in the Republic of Palau. The design of the bridge began in 1974 and was based on the prevailing AASHO Standard Specifications at that time and was supplemented by ACI and CEB-FIP design recommendations on an as-needed basis. When the Koror Bridge was opened to traffic in April 1977, it was the world's longest concrete girder span. A few years later, the bridge began to deflect more than had been anticipated. The owner commissioned a Japanese engineering firm in 1985 and then a US engineering firm in 1993 to conduct in-depth investigations of the structure. Both firms came to the same conclusion that the bridge was structurally safe and that the excessive deflection was an unexplainable phenomenon. Nevertheless, in order to improve the driving quality of the bridge deck, the owner decided to repair the bridge. The repair scheme made changes to the structural system and added a large amount of post-tensioning force to the bridge. Unfortunately, less than three months after the repair, late in the afternoon on 26 September, 1996,nineteen and a half years after it was opened to traffic, the bridge collapsed. Thereafter, most of the documents were sealed as a result of litigation between the various parties and the debris was cleared. For a long time, it was impossible to study the facts surrounding the bridge's collapse. Only recently, through continuous probing by a group of engineers, were these documents made accessible to researchers.</p>

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10

Deflections of concrete structures. Detroit: American Concrete Institute, 1985.

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11

M, Sabnis Gajanan, American Concrete Institute Convention und Symposium on Deflections of Structures (3rd : 1984 : Phoenix, Ariz.), Hrsg. Deflections of concrete structures. Detroit (P.O. Box 19150, Redford Station, Detroit 48219): American Concrete Institute, 1985.

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12

Ji, Tianjian. Structural Design Against Deflection. Taylor & Francis Group, 2020.

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13

Structural Design Against Deflection. Taylor & Francis Group, 2020.

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14

Ji, Tianjian. Structural Design Against Deflection. Taylor & Francis Group, 2020.

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15

Ji, Tianjian. Structural Design Against Deflection. Taylor & Francis Group, 2020.

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16

Ji, Tianjian. Structural Design Against Deflection. Taylor & Francis Group, 2020.

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17

Ji, Tianjian. Structural Design Against Deflection. Taylor & Francis Group, 2020.

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18

Control of deflection in concrete structures. Detroit, Mich: American Concrete Institute, 1995.

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19

Kerckhoff, Alan C. Diverging Pathways: Social Structure and Career Deflections. Cambridge University Press, 2007.

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20

Ruxton, Graeme D., William L. Allen, Thomas N. Sherratt und Michael P. Speed. Deflecting the point of attack. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780199688678.003.0012.

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Deflection involves prey influencing the position of the initial contact of a predator with the prey’s body, in a way that benefits the prey. These traits might be behavioural, involve morphological structures, or pigmentation and other appearance traits, or combinations thereof. The benefit to the prey is normally considered to be an increased likelihood of escaping the attack, and so the benefit to the prey comes at a cost to the predator. The anti-predatory mechanisms covered in this book vary greatly in current understanding of their taxonomic distribution, and deflection is an extreme example of this. It has been postulated to occur in a sparse and eclectic group of organisms, and the evidence for its existence is quite variable among members of this group. We spend the bulk of this chapter exploring this evidence. We argue that the evidence currently available allows some speculation on the evolutionary ecology of this anti-predatory strategy, and we develop hypotheses that aim to broaden the scope of research into deflective traits.

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21

Wunderlich, J., K. Olejník, L. P. Zârbo, V. P. Amin, J. Sinova und T. Jungwirth. Spin-injection Hall effect. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198787075.003.0016.

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This chapter discusses the Spin-injection Hall effect (SiHE), another member of the spin-dependent Hall effects that is closely related to the anomalous Hall effect (AHE), the spin Hall effect (SHE), and the inverse spin Hall effect (iSHE). The microscopic origins responsible for the appearance of spin-dependent Hall effects are due to the spin-orbit (SO) coupling-related asymmetrical deflections of spin carriers. Depending on the relative strength of the SO coupling compared to the energy-level broadening of the quasi-particle states due to disorder scattering, scattering-related extrinsic mechanisms or intrinsic band structure-related deflection dominate the spin-dependent Hall response. Both the iSHE and the SiHE require spin injection into a nonmagnetic system. Similar to the AHE, a spin-polarized charge current flows in the case of the SiHE and the SO coupling generates the spin-dependent Hall signal.

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22

Hayden, Griffin O., Johnson Eric R und United States. National Aeronautics and Space Administration., Hrsg. Static and dynamic large deflection flexural response of graphite-epoxy beams. Blacksburg, Va: Virginia Tech Center for Composite Materials and Structures, Virginia Polytechnic Institute and State University, 1987.

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23

Hayden, Griffin O., Johnson Eric R und United States. National Aeronautics and Space Administration. Scientific and Technical Information Division., Hrsg. Static and dynamic large deflection flexural response of graphite-epoxy beams. [Washington, DC]: National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.

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24

Center, Langley Research, Hrsg. Large deflections of a cantilever beam under arbitrarily directed tip load. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1985.

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25

Waheed, Uddin, Texas. State Dept. of Highways and Public Transportation., United States. Federal Highway Administration. und University of Texas at Austin. Center for Transportation Research., Hrsg. A Structural evaluation methodology for pavements based on dynamic deflections. Austin, Tex: The Center, 1985.

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26

Center, Langley Research, Hrsg. Some solutions for the large deflections of uniformly loaded circular membranes. Hampton, Va: National Aeronautics and Space Administration, Langley Research Center, 1997.

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27

T, Hering Gary, und United States. National Aeronautics and Space Administration., Hrsg. Status of structural analysis of 30 cm diameter ion optics. [Washington, DC]: National Aeronautics and Space Administration, 1990.

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28

(Editor), Edward G. Nawy, und Andrew Scanlon (Editor), Hrsg. Code Provisions for Deflection Control in Concrete Structures (Special Publication (Amer Concrete Inst)). Amer Concrete Inst, 2001.

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29

United States. National Aeronautics and Space Administration., Hrsg. Lattice truss structural response using energy methods. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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30

United States. National Aeronautics and Space Administration., Hrsg. Lattice truss structural response using energy methods. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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31

Committee 435. Code Provisions for Deflection Control in Concrete Structures (Special Publication (American Concrete Inst), 203). Amer Concrete Inst, 2001.

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32

F, Harrington, und United States. National Aeronautics and Space Administration., Hrsg. Static test induced loads verification beyond elastic limit. [Washington, D.C: National Aeronautics and Space Administration, 1996.

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33

Grave, Floyd. Narratives of Affliction and Recovery in Haydn. Herausgegeben von Blake Howe, Stephanie Jensen-Moulton, Neil Lerner und Joseph Straus. Oxford University Press, 2016. http://dx.doi.org/10.1093/oxfordhb/9780199331444.013.28.

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Haydn’s instrumental music is often marked by peculiarities—events that feature harmonic deflections, gasping pauses, metrically dissonant accents, and the like—for which the customary methods of structural and stylistic analysis can promise only limited explanation. The evolving language of Disability Studies in music offers a vantage point for contemplating such idiosyncrasies, most notably those that suggest musical equivalents of impairment and recovery. A disability-related perspective may serve as a guide in the search for appropriate metaphors: words and images that can help breathe life into our interaction with a given work as listeners and performers. As witnessed in certain passages from Haydn’s string quartets and a symphony, a reading that shows the music to embody disabling conditions and their remediation helps us connect with emotions and experiences that may resonate with the lives of the composer and his contemporaries as well as with our own.

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