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・ Euler's four-square identity
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Euler–Bernoulli beam theory
・ Euler–Fokker genus
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・ Euler–Jacobi pseudoprime
・ Euler–Lagrange equation
・ Euler–Lotka equation
・ Euler–Maclaurin formula
・ Euler–Maruyama method
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Euler–Bernoulli beam theory : ウィキペディア英語版
Euler–Bernoulli beam theory

Euler–Bernoulli beam theory (also known as engineer's beam theory or classical beam theory)〔Timoshenko, S., (1953), ''History of strength of materials'', McGraw-Hill New York〕 is a simplification of the linear theory of elasticity which provides a means of calculating the load-carrying and deflection characteristics of beams. It covers the case for small deflections of a beam that is subjected to lateral loads only. It is thus a special case of Timoshenko beam theory. It was first enunciated circa 1750,〔Truesdell, C., (1960), ''The rational mechanics of flexible or elastic bodies 1638-1788'', Venditioni Exponunt Orell Fussli Turici.〕 but was not applied on a large scale until the development of the Eiffel Tower and the Ferris wheel in the late 19th century. Following these successful demonstrations, it quickly became a cornerstone of engineering and an enabler of the Second Industrial Revolution.
Additional analysis tools have been developed such as plate theory and finite element analysis, but the simplicity of beam theory makes it an important tool in the sciences, especially structural and mechanical engineering.
== History ==

Prevailing consensus is that Galileo Galilei made the first attempts at developing a theory of beams, but recent studies argue that Leonardo da Vinci was the first to make the crucial observations. Da Vinci lacked Hooke's law and calculus to complete the theory, whereas Galileo was held back by an incorrect assumption he made.
The Bernoulli beam is named after Jacob Bernoulli, who made the significant discoveries. Leonhard Euler and Daniel Bernoulli were the first to put together a useful theory circa 1750.
At the time, science and engineering were generally seen as very distinct fields, and there was considerable doubt that a mathematical product of academia could be trusted for practical safety applications. Bridges and buildings continued to be designed by precedent until the late 19th century, when the Eiffel Tower and Ferris wheel demonstrated the validity of the theory on large scales.

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