By Edoardo Benvenuto

This ebook is likely one of the best i've got ever learn. to write down a foreword for· it really is an honor, tricky to simply accept. we all know that architects and grasp masons, lengthy earlier than there have been mathematical theories, erected constructions of incredible originality, power, and wonder. lots of those nonetheless stand. have been it now not for our now acid surroundings, shall we anticipate them to face for hundreds of years extra. We respect early architects' noticeable good fortune within the distribution and stability of thrusts, and we presume that grasp masons had ideas, probably held mystery, that enabled them to show architects' daring designs into truth. we all know that rational theories of power and elasticity, created centuries later, have been prompted by means of the wondrous constructions that males of the 16th, 17th, and eighteenth centuries observed day-by-day. Theorists understand that once, finally, theories began appearing, architects distrusted them, partially simply because they generally left out info of value in real development, in part simply because no one yet a mathematician may possibly comprehend the purpose and func­ tion of a mathematical idea designed to symbolize a facet of nature. This e-book is the 1st to teach how statics, energy of fabrics, and elasticity grew along latest structure with its millenial traditions, its host of successes, its ever-renewing kinds, and its various difficulties of upkeep and service. In reference to experiences towards fix of the dome of St. Peter's via Poleni in 1743, on p.

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Extra info for An Introduction to the History of Structural Mechanics: Part II: Vaulted Structures and Elastic Systems

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3. De la Hire's construction for determining the size of the voussoirs of an arch. From the T'raite de Mechanique (1695). referring only to limit situations or optimal situations. De la Hire examines both types. The case he considers in the Traite is an optimal one: that of an arch in ashlar masonry, in which the pressure between the blocks is perpendicular to the separation bed. ) In effect, his purpose is the reverse of the one pursued in the study of the resistance of solids. There, we knew the form of the the solid and had to determine its statical behavior; here, we assume as known the statical behavior and have to determine the form of the solid that fits for it.

Belidor thus arrives at a different, though analogous, resolution of the force responsible for the rotation around the fulcrum. Like de la Hire, he believes that the weakest joint is placed at 45 degrees. 10). ) To obtain its downward pressure, we decompose Q c into the horizontal direction and into the direction perpendicular to joint Mm. That pressure, F, in direction Ln, is measured by F = Qch. , pp. 74-75. Bernard Forest de Belidor, La science des ingenieurs dans la conduite des travaux de fortification et d'architecture civile (Paris, 1729).

By means of the equation of virtual work, he obtained the same result as Bernoulli. 12 . 3 Philippe de la Hire's Memoir of 1712 There are signs, during the first years of the eighteenth century, that other scientists had begun to take notice of the suggestions in de la Hire's T'raite de mechanique. For example, Parent used de la Hire's rule to determine the extrados of an arch with a circular intrados. As the historian of the Academie Royale des Sciences notes,13 Parent established this curve only by points, but so simply that he provided a tool which could be put to immediate practical use.

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An Introduction to the History of Structural Mechanics: Part by Edoardo Benvenuto
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