Statics of historic masonry constructions

• 作者： Como, Mario, author.
• 其他作者：
  • SpringerLink (Online service)
• 其他題名：
  • Springer series in solid and structural mechanics ;
• 出版： Cham : Springer International Publishing :Imprint: Springer
• 版本：Third edition.
• 叢書名： Springer series in solid and structural mechanics,volume 9
• 主題： Masonry. , Historic buildings. , Structural dynamics. , Engineering. , Structural Mechanics. , Building Construction and Design. , Continuum Mechanics and Mechanics of Materials. , History of Technology.
• ISBN： 9783319547381 (electronic bk.) 、 9783319547374 (paper)
• FIND@SFXID: CGU
• 資料類型: 電子書
• 內容註: From the content -- Masonry Strength and Deformability -- Fundamentals of Statics -- Masonry Arches.
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• 摘要註: 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 a
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