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1

M, Sabnis Gajanan, American Concrete Institute Convention, and Symposium on Deflections of Structures (3rd : 1984 : Phoenix, Ariz.), eds. Deflections of concrete structures. American Concrete Institute, 1985.

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2

Ji, Tianjian. Structural Design Against Deflection. CRC Press, 2020. http://dx.doi.org/10.1201/9780429465314.

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3

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

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4

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. Virginia Tech Center for Composite Materials and Structures, Virginia Polytechnic Institute and State University, 1987.

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5

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. National Aeronautics and Space Administration, Scientific and Technical Information Division, 1988.

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6

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

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7

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

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8

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

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9

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. The Center, 1985.

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10

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

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11

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

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12

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

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13

United States. National Aeronautics and Space Administration., ed. Lattice truss structural response using energy methods. National Aeronautics and Space Administration, 1996.

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14

United States. National Aeronautics and Space Administration., ed. Lattice truss structural response using energy methods. National Aeronautics and Space Administration, 1996.

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15

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

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16

Lange-Hansen, P. An improved upper bound on the residual deflections in elastic-plastic structures subject to variable loading. Afdelingen for bærende konstruktioner, Danmarks tekniske højskole, 1988.

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17

Kirsanov, Mihail, and Vladimir Kozlov. Flat farms. Schemes and calculation formulas: a reference book. Volume 3. INFRA-M Academic Publishing LLC., 2023. http://dx.doi.org/10.12737/1939108.

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The reference book contains diagrams of flat regular statically definable arched, frame and cantilever trusses. Formulas are given for calculating the forces in the rods and deflection of structures depending on the number of panels. An algorithm for obtaining analytical solutions in the Maple computer mathematics system is described. Cases of kinematic variability of some truss schemes are considered.
 Designed for engineers, researchers, students and postgraduates of technical universities.
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18

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

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19

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

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20

Center, Turner-Fairbank Highway Research, and Applied Research Associates, eds. Simplified techniques for evaluation and interpretation of pavement deflections for network-level analysis: Guide for assessment of pavement structural performance for PMS applications. U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center, 2012.

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21

Tang, Man-Chung. The Story of the Koror Bridge. 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
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22

Deflections of concrete structures. American Concrete Institute, 1985.

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23

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

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24

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

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25

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

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26

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

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27

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

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28

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

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29

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

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30

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

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31

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

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32

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.

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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 exa
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33

Low-deflection weight-optimized structures for optical applications. 2008.

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34

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.

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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 me
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35

Loporcaro, Laura. Reading Quintilian. Oxford University PressOxford, 2025. https://doi.org/10.1093/9780198911531.001.0001.

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Abstract This book takes Quintilian’s Institutio oratoria as a literary work, worth reading in full. It examines how didactic authority is created and readers are guided through the work thanks to a coherent overarching framework. This framework is composed of several leitmotifs: Quintilian’s creation of a trustworthy didactic persona, statements of didactic intent and method, the depiction of an ideal didactic constellation, remarks giving the sense that the work proceeds gradually and in parallel with the pupil’s training and the author’s life, polemics against other authorities, and ‘prolep
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36

Wilson, Wilbur M., Frank Erwin Richart, and Camillo Weiss. Analysis of Statically Indeterminate Structures by the Slope Deflection Method. Creative Media Partners, LLC, 2022.

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37

Wilson, Wilbur M., Frank Erwin Richart, and Camillo Weiss. Analysis of Statically Indeterminate Structures by the Slope Deflection Method. Creative Media Partners, LLC, 2022.

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38

Deflection of beams for all spans and cross sections. McGraw-Hill, 1985.

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39

(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.

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40

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

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41

National Aeronautics and Space Administration (NASA) Staff. Deflection-Based Structural Loads Estimation from the Active Aeroelastic Wing F/a-18 Aircraft. Independently Published, 2018.

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42

Wind-Tunnel Investigation of the Aerodynamic and Structural Deflection Characteristics of the Goodyear Inflatoplane. Creative Media Partners, LLC, 2021.

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43

Bažant, Zdenek P., Jia-Liang Le, and Marco Salviato. Quasibrittle Fracture Mechanics and Size Effect. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780192846242.001.0001.

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Many modern engineering structures are composed of brittle heterogenous (a.k.a. quasibrittle) materials. These materials include concrete (an archetype), composites, tough ceramics, rocks, cold asphalt mixtures, and many brittle materials at the microscale. Understanding the failure behavior of these materials is of paramount importance for improving the resilience and sustainability of various engineering structures including civil infrastructure, aircraft, ships, military armors, and microelectronic devices. This book provides a comprehensive treatment of quasibrittle fracture mechanics. It
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44

Paeglīte, Ilze. Kustīgās slodzes dinamiskās iedarbes uz autoceļu tiltiem eksperimentāla izpēte un novērtējums. RTU Press, 2021. http://dx.doi.org/10.7250/9789934227028.

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Using data obtained from the dynamic load testing of bridges a method was developed to evaluate level of the dynamic performance without performing a dynamic load test. In this method a dynamic index of the bridge is calculated. Dynamic index allows to evaluate the dynamic performance level of existing and new structures taking into account such bridge parameters as span length / height ratio, natural frequency, vibration damping coefficient, relative deflection and international roughness index IRI. Dynamic index method can be used by bridge owners and maintainers to determine the dynamic pot
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45

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.

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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 lif
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