Log in

Relevant bibliographies by topics / Deflecting Structure / Books

To see the other types of publications on this topic, follow the link: Deflecting Structure.

Books on the topic 'Deflecting Structure'

Author: Grafiati

Published: 25 June 2021

Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 33 books for your research on the topic 'Deflecting Structure.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse books on a wide variety of disciplines and organise your bibliography correctly.

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.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

3

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

4

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

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.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

6

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

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.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

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.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

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.

Full text

Abstract:

<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>

APA, Harvard, Vancouver, ISO, and other styles

10

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

11

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

12

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

13

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

14

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

15

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

16

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

17

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

18

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

19

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

20

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

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

21

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

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

22

Hayden, Griffin O., Johnson Eric R, and United States. National Aeronautics and Space Administration., eds. 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.

Find full text

APA, Harvard, Vancouver, ISO, and other styles

23

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

24

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

25

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

26

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

27

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

28

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

29

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

30

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

31

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

32

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

Find full text

APA, Harvard, Vancouver, ISO, and other styles

33

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

Full text

Abstract:

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.

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!