LEADER 05076nam 2200481 450 001 9910523741003321 005 20231110220120.0 010 $a3-030-80496-8 035 $a(CKB)4100000012027363 035 $a(MiAaPQ)EBC6728982 035 $a(Au-PeEL)EBL6728982 035 $a(OCoLC)1273974070 035 $a(PPN)258053879 035 $a(EXLCZ)994100000012027363 100 $a20220621d2022 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 00$aMasonry $ebuilding pathologies and design /$fedited by Joa?o M. P. Q. Delgado 210 1$aCham, Switzerland :$cSpringer,$d[2022] 210 4$d©2022 215 $a1 online resource (164 pages) 225 1 $aBuilding Pathology and Rehabilitation ;$vv.22 311 $a3-030-80495-X 320 $aIncludes bibliographical references. 327 $aIntro -- 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. 327 $aDiagnosis and Assessment of Deep Pile Cap Foundation of a Tall Building Affected by Internal Expansion Reactions-Case Study -- 1 Introduction -- 2 Experimental Campaign -- 2.1 Visual Inspection -- 2.2 Drilled Concrete Cores Extraction -- 2.3 Methods for Assessment and Analysis -- 3 Results and Discussion -- 3.1 Summary of ISR in Concrete Cores Compressive Strength -- 3.2 Summary of ISR in Concrete Cores Static Modulus of Elasticity -- 3.3 Summary of ISR in Concrete Cores Dynamic Modulus Elasticity -- 3.4 Gas Permeability -- 3.5 Scanning Electron Microscopy (SEM) -- 3.6 Pile Caps Repair and Rehabilitation Design -- 4 Conclusions -- References -- Waterproof Roofing System Pathology Phenomenology Analysis as a Background Support for Diagnosis and Design -- 1 Introduction -- 2 Thermal Phenomena Related to Thermal Exposure -- 3 Phenomena Related to Shape Memory of the Reinforcement -- 4 The Prestress Condition of the Membrane -- 5 Current Quality Tests on Membrane Characteristics and Dynamic Mechanical Analysis (DMA) -- 6 Phenomenological Analysis of BBP Membrane Behavior -- 7 Disturb Factors that Can Shorten Membrane Life -- 7.1 Wrinkles Transversal to Sheet Direction Caused by Decompression and Subsequent Free Dislocation of the Membrane. -- 7.2 Longitudinal Corrugations to the Sheet Direction, Caused by Dislocation of the Membrane -- 7.3 Diagonal Corrugations Caused by Dislocation of the Membrane -- 7.4 Diagonal Corrugations Due to Thermal Contraction in Prestressing State -- 7.5 A Particular Case of Wrinkling -- 8 Stresses Under Service Loads -- 8.1 Stresses Caused by Permanent Loads -- 8.2 Stresses Caused by Punctioning Actions -- 8.3 Mechanical Stresses Caused by Wind Action -- 8.4 Membrane Bond Through Mechanical Devices -- 8.5 Thermal Insulation Bond Through Mechanical Devices -- 9 Conclusions -- References. 410 0$aBuilding Pathology and Rehabilitation 606 $aMasonry 606 $aStructural dynamics 615 0$aMasonry. 615 0$aStructural dynamics. 676 $a693.1 702 $aDelgado$b Joa?o M. P. Q. 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910523741003321 996 $aMasonry$91960888 997 $aUNINA