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Statics of historic masonry construc...

Como, Mario.

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Statics of historic masonry constructions

Record Type:	Electronic resources : Monograph/item
Title/Author:	Statics of historic masonry constructions/ by Mario Como.
Author:	Como, Mario.
Published:	Cham :Springer International Publishing : : 2017.,
Description:	xx, 649 p. :ill., digital ;24 cm.
[NT 15003449]:	From the content -- Masonry Strength and Deformability -- Fundamentals of Statics -- Masonry Arches.
Contained By:	Springer eBooks
Subject:	Masonry. -
Online resource:	http://dx.doi.org/10.1007/978-3-319-54738-1
ISBN:	9783319547381

Statics of historic masonry constructions
Como, Mario.

Statics of historic masonry constructions[electronic resource] /by Mario Como. - 3rd ed. - Cham :Springer International Publishing :2017. - xx, 649 p. :ill., digital ;24 cm. - Springer series in solid and structural mechanics,v.92195-3511 ;. - Springer series in solid and structural mechanics ;v.9..

From the content -- Masonry Strength and Deformability -- Fundamentals of Statics -- Masonry Arches.

Masonry constructions are the great majority of the buildings in Europe's historic centres and the most important monuments of its architectural heritage. Given the age of these constructions, the demand for safety assessments and restoration projects is pressing and constant; still within the broad studies in the subject it is not yet recognised, in particular within the seismic area, a unitary approach to deal with Masonry structures. This successful book contributes to clarify the issues with a rigorous approach offering a comprehensive new Statics of Masonry Constructions. This third edition has been driven by some recent developments of the research in the field, and it gives the fundamentals of Statics with an original and rigorous mathematical formulation, further in-depth inquired in this new version. With many refinements and improvements, the book investigates the static behaviour of many historic monuments, such as the Gothic Cathedrals, the Mycenaean Tholoi, the Pantheon, the Colosseum, the domes of Santa Maria del Fiore in Florence and St Peter's in Rome, as well as the Leaning Tower of Pisa. The last chapter - the 11th - regarding the behaviour of masonry buildings under seismic actions, has been modified and integrated in order to take into account the numerous recent achievements of the research in the dynamic and seismic analysis. The focal point is that there's no dissipation of energy during the deformation of masonry structures, even if accompanied by cracks. If properly reinforced, masonry constructions have the sole resource to escape the seismic action developing the rocking without failure, under alternate seismic action. In this context, the rocking of pier walls, the main resistant components of the masonry structure, has been here thoroughly examined. Furthermore, the out of plane and the in-plane seismic strengths of masonry walls with openings has been investigated within the framework of Limit Analysis. Through an interdisciplinary approach, involving Mathematics, Engineering and Architecture, this book highlights the tight connection existing between the Statics of Masonry constructions and the principles that ruled the history of constructions, since the beginnings as far as the Seventeenth century.

ISBN: 9783319547381

Standard No.: 10.1007/978-3-319-54738-1doiSubjects--Topical Terms:

685951
Masonry.

LC Class. No.: TH1199

Dewey Class. No.: 624.183

Statics of historic masonry constructions
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245 1 0 $a Statics of historic masonry constructions $h [electronic resource] / $c by Mario Como.
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300 $a xx, 649 p. : $b ill., digital ; $c 24 cm.
490 1 $a Springer series in solid and structural mechanics, $x 2195-3511 ; $v v.9
505 0 $a From the content -- Masonry Strength and Deformability -- Fundamentals of Statics -- Masonry Arches.
520 $a Masonry constructions are the great majority of the buildings in Europe's historic centres and the most important monuments of its architectural heritage. Given the age of these constructions, the demand for safety assessments and restoration projects is pressing and constant; still within the broad studies in the subject it is not yet recognised, in particular within the seismic area, a unitary approach to deal with Masonry structures. This successful book contributes to clarify the issues with a rigorous approach offering a comprehensive new Statics of Masonry Constructions. This third edition has been driven by some recent developments of the research in the field, and it gives the fundamentals of Statics with an original and rigorous mathematical formulation, further in-depth inquired in this new version. With many refinements and improvements, the book investigates the static behaviour of many historic monuments, such as the Gothic Cathedrals, the Mycenaean Tholoi, the Pantheon, the Colosseum, the domes of Santa Maria del Fiore in Florence and St Peter's in Rome, as well as the Leaning Tower of Pisa. The last chapter - the 11th - regarding the behaviour of masonry buildings under seismic actions, has been modified and integrated in order to take into account the numerous recent achievements of the research in the dynamic and seismic analysis. The focal point is that there's no dissipation of energy during the deformation of masonry structures, even if accompanied by cracks. If properly reinforced, masonry constructions have the sole resource to escape the seismic action developing the rocking without failure, under alternate seismic action. In this context, the rocking of pier walls, the main resistant components of the masonry structure, has been here thoroughly examined. Furthermore, the out of plane and the in-plane seismic strengths of masonry walls with openings has been investigated within the framework of Limit Analysis. Through an interdisciplinary approach, involving Mathematics, Engineering and Architecture, this book highlights the tight connection existing between the Statics of Masonry constructions and the principles that ruled the history of constructions, since the beginnings as far as the Seventeenth century.
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