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000796190 019__ $$a992988844$$a993639609$$a993758216
000796190 020__ $$a9783319547381$$q(electronic book)
000796190 020__ $$a3319547380$$q(electronic book)
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000796190 035__ $$aSP(OCoLC)ocn993492068
000796190 035__ $$aSP(OCoLC)993492068$$z(OCoLC)992988844$$z(OCoLC)993639609$$z(OCoLC)993758216
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000796190 050_4 $$aTH1199
000796190 08204 $$a624.1/83$$223
000796190 1001_ $$aComo, Mario.
000796190 24510 $$aStatics of historic masonry constructions /$$cMario Como.
000796190 250__ $$aThird edition.
000796190 260__ $$aCham :$$bSpringer,$$c2017.
000796190 300__ $$a1 online resource.
000796190 336__ $$atext$$btxt$$2rdacontent
000796190 337__ $$acomputer$$bc$$2rdamedia
000796190 338__ $$aonline resource$$bcr$$2rdacarrier
000796190 4901_ $$aSpringer series in solid and structural mechanics ;$$v9
000796190 504__ $$aIncludes bibliographical references.
000796190 5050_ $$aPreface 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
000796190 5058_ $$a1.5.2 Uniaxial Compression Tests on Mortar Specimens1.5.3 Stress Strain Diagrams of Stone and Mortar Materials; 1.6 A Triaxial Failure Criterion for Stone Materials; 1.6.1 Preliminary Considerations; 1.6.2 Porosity Effects. Micro-macro Stress States; 1.6.3 Micro-macro Failure Condition. Reasons of the Different Tensile and Compression Strengths; 1.6.4 Pores Shape Irregularity Factor; 1.6.5 Failure Interaction Domains; 1.6.5.1 Biaxial Domains; 1.6.5.2 Triaxial Domains; 1.7 Masonry Compression Strength; 1.7.1 Features of Compression Failure; 1.7.2 Valuation of Masonry Compression Strength
000796190 5058_ $$a1.8 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
000796190 5058_ $$a2.3.1 Principle of Maximum Detachment Work2.3.2 Features of the Resistant Masonry Cell; 2.3.2.1 Stability; 2.3.2.2 Reversibility; 2.4 The Masonry Continuum; 2.4.1 Extension to Continuum of Heyman Assumptions; 2.4.2 The Crack Opening; 2.4.3 Compatibility Conditions on the Loads; 2.4.4 The Boundary and the Inside of the Cracked Body; 2.4.5 Compatibility Conditions on Strains and Stresses; 2.4.6 Lacking of Load Diffusion; 2.4.7 Specifications to One-Dimensional Systems; 2.4.8 Indeformable Masonry Structures; 2.5 Equilibrium and Compatibility; 2.5.1 Principle of Virtual Displacements
000796190 5058_ $$a2.5.2 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
000796190 506__ $$aAccess limited to authorized users.
000796190 650_0 $$aMasonry.
000796190 650_0 $$aHistoric buildings.
000796190 650_0 $$aStructural dynamics.
000796190 77608 $$iPrint version:$$z3319547372$$z9783319547374$$w(OCoLC)971348640
000796190 830_0 $$aSpringer series in solid and structural mechanics ;$$v9.
000796190 852__ $$bebk
000796190 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-54738-1$$zOnline Access$$91397441.1
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000796190 980__ $$aEBOOK
000796190 980__ $$aBIB
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