On the Deflection Theory of Arches
Author: Ephraim Gordon Hirsch
Publisher:
Published: 1955
Total Pages: 248
ISBN-13:
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Author: Ephraim Gordon Hirsch
Publisher:
Published: 1955
Total Pages: 248
ISBN-13:
DOWNLOAD EBOOKAuthor: Carl Leroy Monismith
Publisher:
Published: 1954
Total Pages: 226
ISBN-13:
DOWNLOAD EBOOKAuthor: A. Sinopoli
Publisher: CRC Press
Published: 2020-12-18
Total Pages: 458
ISBN-13: 1000150925
DOWNLOAD EBOOKModern structural engineering surprises us with the mastery and certainty with which it plans and carries out daring projects, such as the most recent metal or concrete bridges, whether they be suspension or arch bridges. On the other hand, little is yet known about the state of knowledge of construction science and techniques which, well before the arrival of modern methods based on the mechanics of deformable continua, made it possible in the past to erect the vaulted masonry structures rthat we have inherited. The fact that these have lasted through many centuries to our time, and are still in a fairly good state of conservation, makes them competitive, as far as stability and durability are concerned, with those constructed in other materials. Although it is known that the equilibrium of the arch is guaranteed by any funicular whatsoever of the loads, contained inside the profile of an arch, finding the unique solution is not such a certainty. In other words, the problem of the equilibrium of vaulted structures is 'Poleni's problem', the one for which the Venetian scientist was able to give an exemplary solution on the occasion of the assessment of the dome of St. Peter's. Arch Bridges focuses on the main aspects of the debate about the masonry arch bridge: History of structural mechanics and construction, theoretical models, analysis for assessment, numerical methods, experimental and non-destructive testing, maintenance and repair are the topics of the Conference. The breadth and variety of the contributions presented and discussed by leading experts from many countries make this volume an authoritative source of up-to-date information.
Author: WEN FA LU
Publisher:
Published: 1951
Total Pages: 460
ISBN-13:
DOWNLOAD EBOOKAuthor: L. W. Atcherley
Publisher:
Published: 1905
Total Pages: 70
ISBN-13:
DOWNLOAD EBOOKAuthor: Joseph W. Balet
Publisher:
Published: 1908
Total Pages: 360
ISBN-13:
DOWNLOAD EBOOKPresenting a new system for the application of the elastic theory to the analysis of the stresses in arches, the author shows that streses are obtained with absolute certainty.
Author:
Publisher:
Published: 1974
Total Pages: 628
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Bureau of Reclamation
Publisher:
Published: 1939
Total Pages: 424
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Bureau of Reclamation
Publisher:
Published: 1977
Total Pages: 932
ISBN-13:
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