LEADER 10836nam 22005053 450 001 9910508442403321 005 20211214151308.0 010 $a981-16-6978-3 035 $a(CKB)5490000000111324 035 $a(MiAaPQ)EBC6795906 035 $a(Au-PeEL)EBL6795906 035 $a(OCoLC)1283859898 035 $a(EXLCZ)995490000000111324 100 $a20211214d2021 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aResilient Infrastructure $eSelect Proceedings of VCDRR 2021 210 1$aSingapore :$cSpringer Singapore Pte. Limited,$d2021. 210 4$d©2022. 215 $a1 online resource (509 pages) 225 1 $aLecture Notes in Civil Engineering Ser. ;$vv.202 311 $a981-16-6977-5 327 $aIntro -- Preface -- Contents -- About the Editors -- Resilient Infrastructures and Disaster Risk Reduction-An Introduction -- 1 Introduction and Background -- 2 Disaster Resilience and Infrastructure -- 3 Risk Reduction and Structural Measures -- 4 Evidence-Based Approach for DRR Case Studies -- 5 Numerical Modeling and Constructions Methods -- 6 Prevention Methods and Safety Engineering -- 7 Cross-Cutting Issue in DRR and Infrastructure -- 8 Summary -- References -- Disaster Resilience and Infrastructure -- Disaster Resilience of Infrastructures-A Comprehensive Concept with Case Studies -- 1 Introduction -- 1.1 Disaster Risk Management and Risk Reduction -- 2 Dedicated Engineering Offers-SWOT Analysis -- 2.1 Strength -- 2.2 Weakness -- 2.3 Opportunity -- 2.4 Threat -- 3 Case Study -- 3.1 End-to-end Early Warning System for Surat City -- 3.2 Groundwater Management in Drought-prone Areas: A Case of Pani Panchayat, Maharashtra -- 4 Conclusions -- References -- Thickness Optimization of RC Jacket Applied as a Seismic Retrofit Measure on RC Structural Members to Effectively Resist Earthquake Loads -- 1 Introduction -- 2 Assessment of Optimum Thickness of the RC Jacket Applied to Retrofit Distressed RC Structural Members Having Varied Degrees of Damage -- 2.1 Preliminary Data of the Structure -- 3 Results and Discussion -- 4 Conclusion -- References -- Flood Resilience Quantification for Housing Infrastructure Using Analytic Hierarchy Process -- 1 Introduction -- 2 Implementation of the Developed Framework -- 2.1 The Resilience Quantification Framework -- 2.2 Implementation of the Framework -- 3 Results -- 4 Conclusion -- References -- Feasibility of Post-Cyclone Portable Relief Shelter: Case of Odisha -- 1 Introduction -- 1.1 What is Cyclone? -- 1.2 The Context of Odisha -- 1.3 The Government Mitigation Plan -- 1.4 The Aftermath of Cyclone. 327 $a2 The Need for the Temporary Shelter -- 3 Literature Study -- 3.1 Development of the Parameters for Material -- 3.2 Development of Structural System -- 4 Proposed Prototype Design -- 4.1 Description of Material -- 4.2 Description of Structural System -- 4.3 Description of Transportation System -- 5 Feasibility Test of Prototype Design -- 5.1 Structural System Factor -- 5.2 Material Factor -- 5.3 Economy Factor -- 5.4 Maintenance -- 6 Conclusion -- References -- An Explorative Study on Material Feasibility for Relief Shelter for Refugees -- 1 Introduction -- 1.1 Objectives of Research -- 1.2 Background Study -- 1.3 Current Scenarios of Refugees -- 1.4 Material Consideration for Refugee Shelters -- 2 Methodology -- 3 Literature Review -- 3.1 Case Studies -- 3.2 Case Study Analysis -- 4 Material Data Collection and Analysis -- 4.1 Material Feasibility -- 4.2 Properties of the Material-Steel -- 4.3 Simulation -- 5 Formulation of Design Guidelines -- 6 Conclusion -- References -- Situational Analysis to Understand the Need to Disseminate Weather Forewarnings and Develop Critical Infrastructures for Minimizing Crop Loss: Parambikulam Aliyar Basin, Tamil Nadu -- 1 Introduction -- 2 Materials and Methods -- 2.1 Study Area -- 3 Methodology -- 4 Results and Discussion -- References -- Parametric Study of Cold-Formed Lipped Channel Flexural Members Under Fire Hazard -- 1 Introduction -- 2 Description of FE Model -- 2.1 Material, Geometric Imperfection, and Residual Stresses -- 2.2 Analysis Type -- 2.3 Finite Element Meshing and Element Type -- 2.4 Load and Boundary Condition -- 3 Validation Study -- 4 Parametric Study -- 5 Results and Conclusion -- 6 Notations -- References -- COVID-19 Future Proof Infrastructure -- 1 Introduction -- 2 Precautions at the Construction Site -- 3 Buildings Focused. 327 $a4 The Structural Elements that Are Discussed Are Follows with the Plan, Section and Technology Adopted -- 4.1 Plan -- 4.2 Entrance -- 4.3 Walls -- 4.4 Indoors -- 4.5 Floors -- 4.6 Roofs -- 4.7 Restroom -- 4.8 Doors -- 5 Conclusion -- References -- Risk Reduction and Structural Measures -- Role of Cold Form Steel in Covid-19 Infra Structure -- 1 Covid 19 -- 2 Cold Form Steel (CFS) -- 2.1 Necessity of Cold Form Steel in Covid Infrastructure -- 2.2 Ease of Construction -- 3 Typical Covid Infrastucture Using CFS -- 3.1 Structural Design and Analysis -- 3.2 Production of Components -- 3.3 Assembly of Components -- 3.4 Gravel Filling -- 3.5 Footings -- 3.6 Wall Panels -- 3.7 Roof Panels -- 3.8 Connections -- 4 Conclusions -- References -- Fragility Analysis for Frame with RC and Steel-composite Shear Wall -- 1 Introduction -- 2 Structural Model -- 3 Nonlinear Modelling -- 3.1 Effective Stiffness -- 4 Material Nonlinearity -- 5 Geometric Nonlinearity -- 6 Nonlinear Analysis -- 6.1 Nonlinear Static Analysis (NSA) -- 6.2 Capacity Spectrum Method (CSM) -- 7 Fragility Analysis -- 7.1 Fragility Function -- 7.2 Damage States and Variability -- 8 Result -- 8.1 Fundamental Time Periods -- 8.2 Capacity Spectrum -- 8.3 Fragility Curves -- 9 Conclusion -- References -- Development of VC++ Wrapper for Structural Modeling in OpenSEES -- 1 Introduction -- 2 VC++ Wrapper Implementation -- 3 Additional Libraries Added to OpenSEES in VC++ -- 3.1 Armadillo Library -- 3.2 MATLAB Engine Library -- 3.3 Other Miscellaneous Libraries -- 4 Illustrative Examples -- 5 Summary and Conclusions -- References -- A State-of-the-Art Review on Methods of Retrofitting in Building Structural Members-A Comprehensive Review -- 1 Introduction -- 2 Retrofitting of Building Structural Members -- 2.1 Beams -- 2.2 Columns -- 2.3 Slabs -- 2.4 Load-Bearing Walls. 327 $a3 Future Studies and Recommendations -- 4 Conclusion -- References -- Rehabilitation and Retrofitting of Structural Elements Using Various Fibers -- 1 Introduction -- 1.1 Objectives of the Study -- 2 Model Description -- 3 Results and Discussions -- 4 Conclusion -- References -- Evaluation of Failure Criteria in RC Structural Elements Due to Additional Internal Stresses Developed in Structural Elements Due to Temperature Exposure -- 1 Introduction -- 2 Assessment of Additional Internal Forces Developed in Structural Members Exposed to High Temperature -- 3 Results and Discussion -- 4 Conclusion -- References -- Retrofitting of Distressed RC Structures Using Near Surface Mounted Reinforcement -- 1 Introduction -- 2 Application of Near Surface Mounted Reinforcement Adopting CFRP Rods Applied as Seismic Retrofit on the Distressed RC Structure -- 3 Results and Discussions -- 3.1 Results of the Distressed RC Structure Subjected to Earthquake Loads Retrofitted with Near Surface Mounted Reinforcement and RC Jacket -- 4 Conclusion -- References -- Evidence Based Approach for DRR Case Studies -- Analytical Investigation of Infilled Frames with Openings Under Static Loading -- 1 Introduction -- 2 Modeling and Analysis -- 2.1 Details of Models Used -- 2.2 Details of Frame Model -- 2.3 Modeling of Frame -- 3 Comparison of Results -- 3.1 Lateral Displacement -- 3.2 Stiffness -- 3.3 Lateral Load -- 3.4 Bending Moment -- 4 Conclusion -- References -- Behaviour of Doubly Symmetric Built-Up Cold-Formed Steel Beams -- 1 Introduction -- 1.1 Objectives of the Study -- 2 Theoretical Study -- 3 Analytical Study -- 4 Experimental Study -- 4.1 Experimental Test Setup -- 4.2 Modes of Failure -- 4.3 Experimental Test Results -- 5 Interpretation of Theoretical, Analytical and Experiment Results -- 6 Conclusion -- References. 327 $aBehavior of Ordinary Load-Bearing Masonry Structure Under Distant Large Explosion, Beirut Scenario -- 1 Introduction -- 2 Numerical Modeling -- 2.1 Air-Blast Loading -- 2.2 Concrete-Damaged Plasticity (CDP) Model -- 3 Results and Discussions -- 4 Conclusion -- References -- Determination Method of the Structural Strength of Deep Reinforced Concrete Beams Using ANSYS Software -- 1 Introduction -- 2 Methods -- 2.1 A theory basic of the Concrete -- 2.2 A Theory Basic of Reinforcement -- 2.3 A Geometrical Model of the Structure -- 2.4 A Process of Structural Simulation Method by ANSYS Workbench 2019 R3 Software -- 3 Results -- 4 Conclusion -- References -- Analytical Investigation on Progressive Collapse of 3-D Reinforced Concrete Frames Under High Temperature -- 1 Introduction -- 2 Previous Works on Progressive Collapse -- 3 Modeling and Analysis -- 4 Comparison of Results -- 4.1 Axial Force on Heated Column -- 4.2 Column Deformation -- 4.3 Stiffness of the Heated Column -- 4.4 Bending Moment -- 4.5 Shear Force -- 4.6 Slab Deflection -- 5 Conclusion -- References -- Study on Fatigue Response of Concrete and Its Effect on Life-Cycle Behavior of Concrete Structures -- 1 Introduction -- 2 Experimental Details -- 3 Results and Discussion -- 4 Conclusions -- References -- Study on Behaviour of Diagrid System on a G+36 High Raised Building -- 1 Introduction -- 2 Model Specifications -- 3 Seismic Evaluation -- 3.1 Pushover Method -- 3.2 Response Spectrum Method -- 3.3 Performance Point -- 4 Results and Discussion -- 4.1 Storey Displacement -- 4.2 Pushover Curve -- 4.3 Performance Point -- 5 Conclusions -- References -- A Comparative Study of Flat Slab, Waffle Slab and Post-tensioned Slab Under the Action of Dynamic Loads -- 1 Introduction -- 2 Methodology -- 2.1 Structural Parameters -- 2.2 Seismic Parameters -- 2.3 Material Properties. 327 $a3 Results and Discussions. 410 0$aLecture Notes in Civil Engineering Ser. 608 $aElectronic books. 700 $aKolathayar$b Sreevalsa$0945671 701 $aGhosh$b Chandan$01071897 701 $aAdhikari$b Basanta Raj$01067380 701 $aPal$b Indrajit$01067487 701 $aMondal$b Arpita$01067489 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910508442403321 996 $aResilient Infrastructure$92568054 997 $aUNINA