MARC details
| 000 -CABECERA |
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06764cam a2200445Ki 4500 |
| 001 - NÚMERO DE CONTROL |
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96320 |
| 003 - IDENTIFICADOR DEL NÚMERO DE CONTROL |
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ES-MaUEC |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN |
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20230102112749.0 |
| 006 - CÓDIGOS DE INFORMACIÓN DE LONGITUD FIJA--CARACTERÍSTICAS DEL MATERIAL ADICIONAL |
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m o d |
| 007 - CAMPO FIJO DE DESCRIPCIÓN FÍSICA--INFORMACIÓN GENERAL |
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cr |n||||||||| |
| 008 - DATOS DE LONGITUD FIJA--INFORMACIÓN GENERAL |
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170711s2017 sz ob 000 0 eng d |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| Número Internacional Estándar del Libro |
3319547380 |
| Información calificativa |
(electronic bk.) |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| Número Internacional Estándar del Libro |
9783319547381 |
| Información calificativa |
(electronic bk.) |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| ISBN cancelado o inválido |
3319547372 |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| ISBN cancelado o inválido |
9783319547374 |
| 040 ## - FUENTE DE LA CATALOGACIÓN |
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| Centro catalogador/agencia de origen |
YDX |
| Centro/agencia transcriptor |
YDX |
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GW5XE |
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COO |
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OCLCQ |
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MERER |
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VT2 |
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OCLCQ |
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IOG |
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ES-MaUEC |
| Lengua de catalogación |
spa |
| 050 #4 - SIGNATURA TOPOGRÁFICA DE LA BIBLIOTECA DEL CONGRESO |
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| Número de clasificación |
TH1199 |
| Número de documento/Ítem |
.C666 2017 EB |
| 100 1# - ENTRADA PRINCIPAL--NOMBRE DE PERSONA |
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| Nombre de persona |
Como, Mario |
| 9 (RLIN) |
97700 |
| 245 10 - MENCIÓN DE TÍTULO |
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| Título |
Statics of historic masonry constructions |
| Mención de responsabilidad, etc. |
Mario Como. |
| 250 ## - MENCIÓN DE EDICIÓN |
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| Mención de edición |
Third edition. |
| 264 #1 - PRODUCCIÓN, PUBLICACIÓN, DISTRIBUCIÓN, FABRICACIÓN Y COPYRIGHT |
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| Producción, publicación, distribución, fabricación y copyright |
Cham |
| Nombre del de productor, editor, distribuidor, fabricante |
Springer |
| Fecha de producción, publicación, distribución, fabricación o copyright |
2017. |
| 300 ## - DESCRIPCIÓN FÍSICA |
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| Extensión |
1 recurso en línea |
| 336 ## - TIPO DE CONTENIDO |
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| Término de tipo de contenido |
Texto |
| Código de tipo de contenido |
txt |
| Fuente |
rdacontent |
| 337 ## - TIPO DE MEDIO |
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| Nombre/término del tipo de medio |
electrónico |
| Código del tipo de medio |
c |
| Fuente |
rdamedia |
| 338 ## - TIPO DE SOPORTE |
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| Nombre/término del tipo de soporte |
recurso electrónico |
| Código del tipo de soporte |
cr |
| Fuente |
rdacarrier |
| 347 ## - CARACTERÍSTICAS DEL ARCHIVO DIGITAL |
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| Tipo de archivo |
text file |
| Formato de codificación |
PDF |
| 490 0# - MENCIÓN DE SERIE |
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| Mención de serie |
Springer series in solid and structural mechanics |
| Designación de volumen o secuencia |
9 |
| 500 ## - NOTA GENERAL |
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| Nota general |
SpringerLink |
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Springer Engineering eBooks 2017 English+International |
| 504 ## - NOTA DE BIBLIOGRAFÍA, ETC. |
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| Nota de bibliografía, etc. |
Incluye referencias bibliográficas |
| 505 0# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
Preface to the Third Edition; Preface to the Second Edition; Preface to the First Edition; Contents; 1 Masonry Strength and Deformability; Abstract; 1.1 Brief Notes on the History of Masonry Constructions; 1.2 Masonries of Historic Buildings; 1.3 Compression Strengths of Bricks and Stone Elements; 1.3.1 Bricks; 1.3.2 Stone Blocks; 1.3.2.1 Strength of Stone Materials; 1.3.2.2 Tuff Blocks; 1.4 Mortars; 1.4.1 Binders; 1.4.2 Aggregates; 1.4.3 Mortars of Lime; 1.4.3.1 Roman Mortars; 1.4.3.2 Mortars of Historic Masonries; 1.5 Tests on Rock and Mortar Specimens; 1.5.1 Tests on Rock Specimens. |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
1.5.2 Uniaxial Compression Tests on Mortar Specimens1.5.3 Stress Strain Diagrams of Stone and Mortar Materials; 1.6 A Triaxial Failure Criterion for Stone Materials; 1.6.1 Preliminary Considerations; 1.6.2 Porosity Effects. Micro-macro Stress States; 1.6.3 Micro-macro Failure Condition. Reasons of the Different Tensile and Compression Strengths; 1.6.4 Pores Shape Irregularity Factor; 1.6.5 Failure Interaction Domains; 1.6.5.1 Biaxial Domains; 1.6.5.2 Triaxial Domains; 1.7 Masonry Compression Strength; 1.7.1 Features of Compression Failure; 1.7.2 Valuation of Masonry Compression Strength. |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
1.8 Masonry Tensile Strength1.9 Masonry Shear Strength; 1.10 Masonry Compression Strength in Presence of Skew Course Beds; 1.11 Masonry Deformations; 1.11.1 Masonry Elastic Modulus; 1.11.2 Masonry Deformation at the Onset of Blocks Failure; 1.11.3 Stress-Strain Diagram of the Compressed Masonry; 1.11.4 Mortar Creep; 1.11.4.1 The Concept of Memory in Constitutive Creep Models; 1.11.5 Mortar Shrinkage; References; 2 Fundamentals of Statics; Abstract; 2.1 Introduction; 2.2 Heyman's Assumptions; 2.2.1 Neglecting Elastic Strains; 2.3 The Resistant Masonry Cell. |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
2.3.1 Principle of Maximum Detachment Work2.3.2 Features of the Resistant Masonry Cell; 2.3.2.1 Stability; 2.3.2.2 Reversibility; 2.4 The Masonry Continuum; 2.4.1 Extension to Continuum of Heyman Assumptions; 2.4.2 The Crack Opening; 2.4.3 Compatibility Conditions on the Loads; 2.4.4 The Boundary and the Inside of the Cracked Body; 2.4.5 Compatibility Conditions on Strains and Stresses; 2.4.6 Lacking of Load Diffusion; 2.4.7 Specifications to One-Dimensional Systems; 2.4.8 Indeformable Masonry Structures; 2.5 Equilibrium and Compatibility; 2.5.1 Principle of Virtual Displacements. |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
2.5.2 Existence of Admissible Equilibrium States2.5.3 No-Existence of Self-equilibrated Stresses in Deformable Structures; 2.5.4 Indeformable Structures: Statically Indeterminate Behaviour; 2.5.5 Admissible Equilibrium in One-Dimensional Systems; 2.5.6 Admissible Equilibrium of Elastic no Tension One-Dimensional Systems; 2.5.7 Weight and Live Loads; 2.6 Mechanism State; 2.7 Collapse State; 2.7.1 Definitions; 2.7.2 The Static Theorem; 2.7.3 The Kinematic Theorem; 2.7.4 Uniqueness of the Collapse Multiplier; 2.7.5 Indeformable Systems. Lack of Collapse. |
| 520 3# - SUMARIO, ETC. |
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| Sumario, etc. |
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. |
| 988 ## - NOTA LOCAL 598 |
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| Nota local 598 (boletines) |
EBOOK, asignarmaterias, EBSPRINGER_2017D |
| 650 #7 - PUNTO DE ACCESO ADICIONAL DE MATERIA--TÉRMINO DE MATERIA |
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| Término de materia o nombre geográfico como elemento de entrada |
Edificios históricos |
| Fuente del encabezamiento o término |
embne |
| Número de control del registro de autoridad o número normalizado |
(OCoLC)fst00957723 |
| -- |
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| 9 (RLIN) |
666109 |
| 856 40 - LOCALIZACIÓN Y ACCESO ELECTRÓNICOS |
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| Identificador Uniforme del Recurso |
https://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-3-319-54738-1 |
| Nota pública |
Acceso a este recurso digital (usuarios Universidad Europea de Madrid) |
| 998 ## - DATOS ESTADÍSTICOS |
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| Fecha de catalogación |
02/2018 |
| Tipo de materia |
E-book |
| Catalogador |
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| Catalogado |
Sí |
| 999 ## - NÚMEROS DE CONTROL DE SISTEMA (KOHA) |
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1 |