000 04404nam a22005655i 4500
001 978-3-319-54738-1
003 DE-He213
005 20220801222232.0
007 cr nn 008mamaa
008 170705s2017 sz | s |||| 0|eng d
020 _a9783319547381
_9978-3-319-54738-1
024 7 _a10.1007/978-3-319-54738-1
_2doi
050 4 _aTA349-359
072 7 _aTGMD
_2bicssc
072 7 _aSCI096000
_2bisacsh
072 7 _aTGMD
_2thema
082 0 4 _a620.105
_223
100 1 _aComo, Mario.
_eauthor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_960427
245 1 0 _aStatics of Historic Masonry Constructions
_h[electronic resource] /
_cby Mario Como.
250 _a3rd ed. 2017.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2017.
300 _aXX, 649 p. 606 illus., 111 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aSpringer Series in Solid and Structural Mechanics,
_x2195-352X ;
_v9
505 0 _aFrom the content -- Masonry Strength and Deformability -- Fundamentals of Statics -- Masonry Arches.
520 _aMasonry 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. .
650 0 _aMechanics, Applied.
_93253
650 0 _aSolids.
_93750
650 0 _aBuildings—Design and construction.
_932147
650 0 _aTechnology.
_92593
650 0 _aHistory.
_932116
650 1 4 _aSolid Mechanics.
_931612
650 2 4 _aBuilding Construction and Design.
_932148
650 2 4 _aHistory of Technology.
_932120
710 2 _aSpringerLink (Online service)
_960428
773 0 _tSpringer Nature eBook
776 0 8 _iPrinted edition:
_z9783319547374
776 0 8 _iPrinted edition:
_z9783319547398
776 0 8 _iPrinted edition:
_z9783319854687
830 0 _aSpringer Series in Solid and Structural Mechanics,
_x2195-352X ;
_v9
_960429
856 4 0 _uhttps://doi.org/10.1007/978-3-319-54738-1
912 _aZDB-2-ENG
912 _aZDB-2-SXE
942 _cEBK
999 _c80545
_d80545