05076nam 2200481 450 991052374100332120231110220120.03-030-80496-8(CKB)4100000012027363(MiAaPQ)EBC6728982(Au-PeEL)EBL6728982(OCoLC)1273974070(PPN)258053879(EXLCZ)99410000001202736320220621d2022 uy 0engurcnu||||||||txtrdacontentcrdamediacrrdacarrierMasonry building pathologies and design /edited by João M. P. Q. DelgadoCham, Switzerland :Springer,[2022]©20221 online resource (164 pages)Building Pathology and Rehabilitation ;v.223-030-80495-X Includes bibliographical references.Intro -- Preface -- Contents -- Application of Blast Resistant Design Model for Safer Cities -- 1 Introduction -- 2 Blast Resistant Design Criteria -- 3 Building Profile -- 4 Load and Blast Pressure-The Model -- 5 Cities and Terrorist Attacks -- 6 Conclusions -- References -- Design of Facade for Blast Resistant Buildings -- 1 Introduction -- 2 Building Profile -- 2.1 Rebound Hammer Test -- 3 Facade Blast Pressure -- 4 Facade Design -- 5 Conclusions -- References -- Application of Geometric Patterns in Architectural Design Process -- 1 Introduction -- 2 Project Profile -- 2.1 Rebound Hammer Test -- 3 Architectural design process -- 4 Application of Geometric Patterns -- 4.1 Ceiling Design -- 4.2 Lighting Design -- 4.3 Wall Panelling -- 4.4 Art Work -- 4.5 Entry Design -- 4.6 Pantry Design -- 4.7 Other Areas -- 5 Conclusions -- References -- A Novel Seismic Outer Coating for Rehabilitation of Existing Masonry Buildings -- 1 Introduction -- 2 Experimental Test -- 3 Numerical Simulation -- 4 A Seismic Upgrading Technique: A Novel Seismic Outer Coating -- 5 The Seismic Coating Application to a Case Study -- 6 Italian Government Tax Deduction: 110% Superbonus -- 7 Conclusions -- References -- Numerical Analysis of Bottle-Shaped Isolated Struts Concrete Deteriorated by Delayed Ettringite Formation -- 1 Introduction -- 2 Materials and Methods -- 2.1 Materials -- 2.2 Computational Model -- 3 Results and Discussion -- 3.1 Validation of the FEM -- 3.2 Discussion -- 4 Conclusions -- References -- Concrete Samples Extracted from Pile Caps and Affected by Internal Swelling Reactions: A Diagnostic Analysis -- 1 Introduction -- 2 Materials and Methods -- 2.1 Materials -- 2.2 Laboratory Tests -- 3 Results and Discussion -- 3.1 Visual Inspection -- 3.2 Physical-Chemical Analysis -- 4 Conclusions -- References.Diagnosis and Assessment of Deep Pile Cap Foundation of a Tall Building Affected by Internal Expansion Reactions-Case Study -- 1 Introduction -- 2 Experimental Campaign -- 2.1 Visual Inspection -- 2.2 Drilled Concrete Cores Extraction -- 2.3 Methods for Assessment and Analysis -- 3 Results and Discussion -- 3.1 Summary of ISR in Concrete Cores Compressive Strength -- 3.2 Summary of ISR in Concrete Cores Static Modulus of Elasticity -- 3.3 Summary of ISR in Concrete Cores Dynamic Modulus Elasticity -- 3.4 Gas Permeability -- 3.5 Scanning Electron Microscopy (SEM) -- 3.6 Pile Caps Repair and Rehabilitation Design -- 4 Conclusions -- References -- Waterproof Roofing System Pathology Phenomenology Analysis as a Background Support for Diagnosis and Design -- 1 Introduction -- 2 Thermal Phenomena Related to Thermal Exposure -- 3 Phenomena Related to Shape Memory of the Reinforcement -- 4 The Prestress Condition of the Membrane -- 5 Current Quality Tests on Membrane Characteristics and Dynamic Mechanical Analysis (DMA) -- 6 Phenomenological Analysis of BBP Membrane Behavior -- 7 Disturb Factors that Can Shorten Membrane Life -- 7.1 Wrinkles Transversal to Sheet Direction Caused by Decompression and Subsequent Free Dislocation of the Membrane. -- 7.2 Longitudinal Corrugations to the Sheet Direction, Caused by Dislocation of the Membrane -- 7.3 Diagonal Corrugations Caused by Dislocation of the Membrane -- 7.4 Diagonal Corrugations Due to Thermal Contraction in Prestressing State -- 7.5 A Particular Case of Wrinkling -- 8 Stresses Under Service Loads -- 8.1 Stresses Caused by Permanent Loads -- 8.2 Stresses Caused by Punctioning Actions -- 8.3 Mechanical Stresses Caused by Wind Action -- 8.4 Membrane Bond Through Mechanical Devices -- 8.5 Thermal Insulation Bond Through Mechanical Devices -- 9 Conclusions -- References.Building Pathology and Rehabilitation MasonryStructural dynamicsMasonry.Structural dynamics.693.1Delgado João M. P. Q.MiAaPQMiAaPQMiAaPQBOOK9910523741003321Masonry1960888UNINA