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Analytical and numerical methods for vibration analyses [[electronic resource] /] / Jong-Shyong Wu
Analytical and numerical methods for vibration analyses [[electronic resource] /] / Jong-Shyong Wu
Autore Wu Jong-Shyong
Pubbl/distr/stampa Singapore ; ; Hoboken, NJ, : John Wiley & Sons Inc., c2013
Descrizione fisica 1 online resource (726 p.)
Disciplina 620.301/51
Soggetto topico Vibration - Mathematical models
Structural analysis (Engineering) - Mathematical models
ISBN 1-118-63236-2
1-119-13720-9
1-118-63234-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Analytical and Numerical Methods for Vibration Analyses; Contents; About the Author; Preface; 1 Introduction to Structural Vibrations; 1.1 Terminology; 1.2 Types of Vibration; 1.3 Objectives of Vibration Analyses; 1.3.1 Free Vibration Analysis; 1.3.2 Forced Vibration Analysis; 1.4 Global and Local Vibrations; 1.5 Theoretical Approaches to Structural Vibrations; References; 2 Analytical Solutions for Uniform Continuous Systems; 2.1 Methods for Obtaining Equations of Motion of a Vibrating System; 2.2 Vibration of a Stretched String; 2.2.1 Equation of Motion
2.2.2 Free Vibration of a Uniform Clamped-Clamped String 2.3 Longitudinal Vibration of a Continuous Rod; 2.3.1 Equation of Motion; 2.3.2 Free Vibration of a Uniform Rod; 2.4 Torsional Vibration of a Continuous Shaft; 2.4.1 Equation of Motion; 2.4.2 Free Vibration of a Uniform Shaft; 2.5 Flexural Vibration of a Continuous Euler-Bernoulli Beam; 2.5.1 Equation of Motion; 2.5.2 Free Vibration of a Uniform Euler-Bernoulli Beam; 2.5.3 Numerical Example; 2.6 Vibration of Axial-Loaded Uniform Euler-Bernoulli Beam; 2.6.1 Equation of Motion; 2.6.2 Free Vibration of an Axial-Loaded Uniform Beam
2.6.3 Numerical Example 2.6.4 Critical Buckling Load of a Uniform Euler-Bernoulli Beam; 2.7 Vibration of an Euler-Bernoulli Beam on the Elastic Foundation; 2.7.1 Influence of Stiffness Ratio and Total Beam Length; 2.7.2 Influence of Supporting Conditions of the Beam; 2.8 Vibration of an Axial-Loaded Euler Beam on the Elastic Foundation; 2.8.1 Equation of Motion; 2.8.2 Free Vibration of a Uniform Beam; 2.8.3 Numerical Example; 2.9 Flexural Vibration of a Continuous Timoshenko Beam; 2.9.1 Equation of Motion; 2.9.2 Free Vibration of a Uniform Timoshenko Beam; 2.9.3 Numerical Example
2.10 Vibrations of a Shear Beam and a Rotary Beam 2.10.1 Free Vibration of a Shear Beam; 2.10.2 Free Vibration of a Rotary Beam; 2.11 Vibration of an Axial-Loaded Timoshenko Beam; 2.11.1 Equation of Motion; 2.11.2 Free Vibration of an Axial-Loaded Uniform Timoshenko Beam; 2.11.3 Numerical Example; 2.12 Vibration of a Timoshenko Beam on the Elastic Foundation; 2.12.1 Equation of Motion; 2.12.2 Free Vibration of a Uniform Beam on the Elastic Foundation; 2.12.3 Numerical Example; 2.13 Vibration of an Axial-Loaded Timoshenko Beam on the Elastic Foundation; 2.13.1 Equation of Motion
2.13.2 Free Vibration of a Uniform Timoshenko Beam 2.13.3 Numerical Example; 2.14 Vibration of Membranes; 2.14.1 Free Vibration of a Rectangular Membrane; 2.14.2 Free Vibration of a Circular Membrane; 2.15 Vibration of Flat Plates; 2.15.1 Free Vibration of a Rectangular Plate; 2.15.2 Free Vibration of a Circular Plate; References; 3 Analytical Solutions for Non-Uniform Continuous Systems: Tapered Beams; 3.1 Longitudinal Vibration of a Conical Rod; 3.1.1 Determination of Natural Frequencies and Natural Mode Shapes; 3.1.2 Determination of Normal Mode Shapes; 3.1.3 Numerical Examples
3.2 Torsional Vibration of a Conical Shaft
Record Nr. UNINA-9910141808303321
Wu Jong-Shyong  
Singapore ; ; Hoboken, NJ, : John Wiley & Sons Inc., c2013
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Analytical and numerical methods for vibration analyses / / Jong-Shyong Wu
Analytical and numerical methods for vibration analyses / / Jong-Shyong Wu
Autore Wu Jong-Shyong
Edizione [1st ed.]
Pubbl/distr/stampa Singapore ; ; Hoboken, NJ, : John Wiley & Sons Inc., c2013
Descrizione fisica 1 online resource (726 p.)
Disciplina 620.301/51
Soggetto topico Vibration - Mathematical models
Structural analysis (Engineering) - Mathematical models
ISBN 1-118-63236-2
1-119-13720-9
1-118-63234-6
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Analytical and Numerical Methods for Vibration Analyses; Contents; About the Author; Preface; 1 Introduction to Structural Vibrations; 1.1 Terminology; 1.2 Types of Vibration; 1.3 Objectives of Vibration Analyses; 1.3.1 Free Vibration Analysis; 1.3.2 Forced Vibration Analysis; 1.4 Global and Local Vibrations; 1.5 Theoretical Approaches to Structural Vibrations; References; 2 Analytical Solutions for Uniform Continuous Systems; 2.1 Methods for Obtaining Equations of Motion of a Vibrating System; 2.2 Vibration of a Stretched String; 2.2.1 Equation of Motion
2.2.2 Free Vibration of a Uniform Clamped-Clamped String 2.3 Longitudinal Vibration of a Continuous Rod; 2.3.1 Equation of Motion; 2.3.2 Free Vibration of a Uniform Rod; 2.4 Torsional Vibration of a Continuous Shaft; 2.4.1 Equation of Motion; 2.4.2 Free Vibration of a Uniform Shaft; 2.5 Flexural Vibration of a Continuous Euler-Bernoulli Beam; 2.5.1 Equation of Motion; 2.5.2 Free Vibration of a Uniform Euler-Bernoulli Beam; 2.5.3 Numerical Example; 2.6 Vibration of Axial-Loaded Uniform Euler-Bernoulli Beam; 2.6.1 Equation of Motion; 2.6.2 Free Vibration of an Axial-Loaded Uniform Beam
2.6.3 Numerical Example 2.6.4 Critical Buckling Load of a Uniform Euler-Bernoulli Beam; 2.7 Vibration of an Euler-Bernoulli Beam on the Elastic Foundation; 2.7.1 Influence of Stiffness Ratio and Total Beam Length; 2.7.2 Influence of Supporting Conditions of the Beam; 2.8 Vibration of an Axial-Loaded Euler Beam on the Elastic Foundation; 2.8.1 Equation of Motion; 2.8.2 Free Vibration of a Uniform Beam; 2.8.3 Numerical Example; 2.9 Flexural Vibration of a Continuous Timoshenko Beam; 2.9.1 Equation of Motion; 2.9.2 Free Vibration of a Uniform Timoshenko Beam; 2.9.3 Numerical Example
2.10 Vibrations of a Shear Beam and a Rotary Beam 2.10.1 Free Vibration of a Shear Beam; 2.10.2 Free Vibration of a Rotary Beam; 2.11 Vibration of an Axial-Loaded Timoshenko Beam; 2.11.1 Equation of Motion; 2.11.2 Free Vibration of an Axial-Loaded Uniform Timoshenko Beam; 2.11.3 Numerical Example; 2.12 Vibration of a Timoshenko Beam on the Elastic Foundation; 2.12.1 Equation of Motion; 2.12.2 Free Vibration of a Uniform Beam on the Elastic Foundation; 2.12.3 Numerical Example; 2.13 Vibration of an Axial-Loaded Timoshenko Beam on the Elastic Foundation; 2.13.1 Equation of Motion
2.13.2 Free Vibration of a Uniform Timoshenko Beam 2.13.3 Numerical Example; 2.14 Vibration of Membranes; 2.14.1 Free Vibration of a Rectangular Membrane; 2.14.2 Free Vibration of a Circular Membrane; 2.15 Vibration of Flat Plates; 2.15.1 Free Vibration of a Rectangular Plate; 2.15.2 Free Vibration of a Circular Plate; References; 3 Analytical Solutions for Non-Uniform Continuous Systems: Tapered Beams; 3.1 Longitudinal Vibration of a Conical Rod; 3.1.1 Determination of Natural Frequencies and Natural Mode Shapes; 3.1.2 Determination of Normal Mode Shapes; 3.1.3 Numerical Examples
3.2 Torsional Vibration of a Conical Shaft
Record Nr. UNINA-9910827784303321
Wu Jong-Shyong  
Singapore ; ; Hoboken, NJ, : John Wiley & Sons Inc., c2013
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Basic structural theory / / Jacques Heyman [[electronic resource]]
Basic structural theory / / Jacques Heyman [[electronic resource]]
Autore Heyman Jacques
Pubbl/distr/stampa Cambridge : , : Cambridge University Press, , 2008
Descrizione fisica 1 online resource (xii, 134 pages) : digital, PDF file(s)
Disciplina 624.1/7
Soggetto topico Structural analysis (Engineering) - Mathematical models
ISBN 1-107-18803-2
1-281-38348-1
9786611383480
0-511-39769-0
0-511-39844-1
0-511-39928-6
0-511-39619-8
0-511-40312-7
0-511-75448-5
0-511-39692-9
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Introduction -- Structural assumptions -- Structural equations -- Strength -- Trussed frameworks -- Virtual work -- Structures in bending -- Plastic theory -- Masonry -- The structural state -- Stiffness -- The truss -- Bending stiffness -- Matrix formulation -- Elastic analysis -- Elastic properties: Reciprocal theorems; influence lines; indirect model tests; energy methods -- Methods of calculation: Slope-deflexion equations; moment distribution -- Stability -- Elastic buckling -- Practical behaviour -- Other buckling phenomena -- Appendix A: Virtual work -- Structures in bending -- Trusses -- Appendix B: The plastic theorems -- Appendix C: Buckling calculations.
Record Nr. UNINA-9910451404603321
Heyman Jacques  
Cambridge : , : Cambridge University Press, , 2008
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Basic structural theory / / Jacques Heyman [[electronic resource]]
Basic structural theory / / Jacques Heyman [[electronic resource]]
Autore Heyman Jacques
Pubbl/distr/stampa Cambridge : , : Cambridge University Press, , 2008
Descrizione fisica 1 online resource (xii, 134 pages) : digital, PDF file(s)
Disciplina 624.1/7
Soggetto topico Structural analysis (Engineering) - Mathematical models
ISBN 1-107-18803-2
1-281-38348-1
9786611383480
0-511-39769-0
0-511-39844-1
0-511-39928-6
0-511-39619-8
0-511-40312-7
0-511-75448-5
0-511-39692-9
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Introduction -- Structural assumptions -- Structural equations -- Strength -- Trussed frameworks -- Virtual work -- Structures in bending -- Plastic theory -- Masonry -- The structural state -- Stiffness -- The truss -- Bending stiffness -- Matrix formulation -- Elastic analysis -- Elastic properties: Reciprocal theorems; influence lines; indirect model tests; energy methods -- Methods of calculation: Slope-deflexion equations; moment distribution -- Stability -- Elastic buckling -- Practical behaviour -- Other buckling phenomena -- Appendix A: Virtual work -- Structures in bending -- Trusses -- Appendix B: The plastic theorems -- Appendix C: Buckling calculations.
Record Nr. UNINA-9910777018703321
Heyman Jacques  
Cambridge : , : Cambridge University Press, , 2008
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Continuous and discontinuous modelling of fracture in concrete using FEM / / Jacek Tejchman and Jerzy Bobiski
Continuous and discontinuous modelling of fracture in concrete using FEM / / Jacek Tejchman and Jerzy Bobiski
Autore Tejchman Jacek
Edizione [1st ed.]
Pubbl/distr/stampa Berlin ; ; New York, : Springer, 2012, c2013
Descrizione fisica 1 online resource (416 p.)
Disciplina 624.15136
Altri autori (Persone) BobiskiJerzy
Collana Springer series in geomechanics and geoengineering
Soggetto topico Concrete construction - Mathematical models
Structural analysis (Engineering) - Mathematical models
Finite element method
ISBN 3-642-28463-9
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Introduction -- General -- Literature Overview -- Theoretical Models -- Discrete Lattice Model -- Epilogue.
Record Nr. UNINA-9910437762903321
Tejchman Jacek  
Berlin ; ; New York, : Springer, 2012, c2013
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Generalized point models in structural mechanics [[electronic resource] /] / Ivan V. Andronov
Generalized point models in structural mechanics [[electronic resource] /] / Ivan V. Andronov
Autore Andronov I. V (Ivan V.)
Pubbl/distr/stampa Singapore ; ; River Edge, N.J., : World Scientific, c2002
Descrizione fisica 1 online resource (276 p.)
Disciplina 515.35
624.1/71
624.171
Collana Series on stability, vibration, and control of systems. Series A
Soggetto topico Structural analysis (Engineering) - Mathematical models
Structural engineering
Soggetto genere / forma Electronic books.
ISBN 981-277-790-3
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Contents ; Preface ; Chapter 1 Vibrations of Thin Elastic Plates and Classical Point Models ; 1.1 Kirchhoff model for flexural waves ; 1.1.1 Fundamentals of elasticity ; 1.1.2 Flexural deformations of thin plates ; 1.1.3 Differential operator and boundary conditions
1.1.4 Flexural waves 1.2 Fluid loaded plates ; 1.3 Scattering problems and general properties of solutions ; 1.3.1 Problem formulation ; 1.3.2 Green's function of unperturbed problem ; 1.3.3 Integral representation ; 1.3.4 Optical theorem ; 1.3.5 Uniqueness of the solution
1.3.6 Flexural wave concentrated near a circular hole 1.4 Classical point models ; 1.4.1 Point models in two dimensions ; 1.4.2 Scattering by crack at oblique incidence ; 1.4.3 Point models in three dimensions ; 1.5 Scattering problems for plates with infinite crack
1.5.1 General properties of boundary value problems 1.5.2 Scattering problems in isolated plates ; 1.5.3 Scattering by pointwise joint ; Chapter 2 Operator Methods in Diffraction ; 2.1 Abstract operator theory ; 2.1.1 Hilbert space ; 2.1.2 Operators
2.1.3 Adjoint symmetric and selfadjoint operators 2.1.4 Extension theory ; 2.2 Space L2 and differential operators ; 2.2.1 Hilbert space L2 ; 2.2.2 Generalized derivatives ; 2.2.3 Sobolev spaces and embedding theorems ; 2.3 Problems of scattering ; 2.3.1 Harmonic operator
2.3.2 Bi-harmonic operator
Record Nr. UNINA-9910458069303321
Andronov I. V (Ivan V.)  
Singapore ; ; River Edge, N.J., : World Scientific, c2002
Materiale a stampa
Lo trovi qui: Univ. Federico II
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Generalized point models in structural mechanics [[electronic resource] /] / Ivan V. Andronov
Generalized point models in structural mechanics [[electronic resource] /] / Ivan V. Andronov
Autore Andronov I. V (Ivan V.)
Pubbl/distr/stampa Singapore ; ; River Edge, N.J., : World Scientific, c2002
Descrizione fisica 1 online resource (276 p.)
Disciplina 515.35
624.1/71
624.171
Collana Series on stability, vibration, and control of systems. Series A
Soggetto topico Structural analysis (Engineering) - Mathematical models
Structural engineering
ISBN 981-277-790-3
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Contents ; Preface ; Chapter 1 Vibrations of Thin Elastic Plates and Classical Point Models ; 1.1 Kirchhoff model for flexural waves ; 1.1.1 Fundamentals of elasticity ; 1.1.2 Flexural deformations of thin plates ; 1.1.3 Differential operator and boundary conditions
1.1.4 Flexural waves 1.2 Fluid loaded plates ; 1.3 Scattering problems and general properties of solutions ; 1.3.1 Problem formulation ; 1.3.2 Green's function of unperturbed problem ; 1.3.3 Integral representation ; 1.3.4 Optical theorem ; 1.3.5 Uniqueness of the solution
1.3.6 Flexural wave concentrated near a circular hole 1.4 Classical point models ; 1.4.1 Point models in two dimensions ; 1.4.2 Scattering by crack at oblique incidence ; 1.4.3 Point models in three dimensions ; 1.5 Scattering problems for plates with infinite crack
1.5.1 General properties of boundary value problems 1.5.2 Scattering problems in isolated plates ; 1.5.3 Scattering by pointwise joint ; Chapter 2 Operator Methods in Diffraction ; 2.1 Abstract operator theory ; 2.1.1 Hilbert space ; 2.1.2 Operators
2.1.3 Adjoint symmetric and selfadjoint operators 2.1.4 Extension theory ; 2.2 Space L2 and differential operators ; 2.2.1 Hilbert space L2 ; 2.2.2 Generalized derivatives ; 2.2.3 Sobolev spaces and embedding theorems ; 2.3 Problems of scattering ; 2.3.1 Harmonic operator
2.3.2 Bi-harmonic operator
Record Nr. UNINA-9910784515103321
Andronov I. V (Ivan V.)  
Singapore ; ; River Edge, N.J., : World Scientific, c2002
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Large-scale structures in acoustics and electromagnetics [[electronic resource] ] : proceedings of a symposium / / Board on Mathematical Sciences, Commission on Physical Sciences, Mathematics, and Applications, National Research Council
Large-scale structures in acoustics and electromagnetics [[electronic resource] ] : proceedings of a symposium / / Board on Mathematical Sciences, Commission on Physical Sciences, Mathematics, and Applications, National Research Council
Pubbl/distr/stampa Washington, D.C., : National Academy Press, 1996
Descrizione fisica 1 online resource (264 p.)
Disciplina 620.2/01/51
Soggetto topico Structural analysis (Engineering) - Mathematical models
Large scale systems - Mathematical models
Acoustical engineering - Mathematical models
Electromagnetism - Mathematical models
Soggetto genere / forma Electronic books.
ISBN 1-280-19268-2
9786610192687
0-309-56094-2
0-585-15412-0
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910456074303321
Washington, D.C., : National Academy Press, 1996
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Large-scale structures in acoustics and electromagnetics [[electronic resource] ] : proceedings of a symposium / / Board on Mathematical Sciences, Commission on Physical Sciences, Mathematics, and Applications, National Research Council
Large-scale structures in acoustics and electromagnetics [[electronic resource] ] : proceedings of a symposium / / Board on Mathematical Sciences, Commission on Physical Sciences, Mathematics, and Applications, National Research Council
Pubbl/distr/stampa Washington, D.C., : National Academy Press, 1996
Descrizione fisica 1 online resource (264 p.)
Disciplina 620.2/01/51
Soggetto topico Structural analysis (Engineering) - Mathematical models
Large scale systems - Mathematical models
Acoustical engineering - Mathematical models
Electromagnetism - Mathematical models
ISBN 1-280-19268-2
9786610192687
0-309-56094-2
0-585-15412-0
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910778663003321
Washington, D.C., : National Academy Press, 1996
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Mathematical applications in continuum and structural mechanics / / Francesco Marmo [and three others]
Mathematical applications in continuum and structural mechanics / / Francesco Marmo [and three others]
Pubbl/distr/stampa Cham, Switzerland : , : Springer International Publishing, , [2021]
Descrizione fisica 1 online resource (275 pages)
Disciplina 531
Collana Advanced Structured Materials
Soggetto topico Continuum mechanics - Mathematical models
Structural analysis (Engineering) - Mathematical models
Mecànica dels medis continus
Teoria de les estructures
Models matemàtics
Soggetto genere / forma Llibres electrònics
ISBN 3-030-42707-2
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Intro -- Contents -- Contributors -- 1 Usage of Guided Wave Resonance Phenomena for Defect Detection in Laminate Elastic Structures -- 1.1 Introduction -- 1.2 Computational Models -- 1.3 Experimental Evaluation of Resonance Frequencies -- 1.4 Estimation of the Defect Size -- 1.5 Conclusion -- References -- 2 Modelling of Piezocomposites with Mechanical Interface Effects -- 2.1 Introduction -- 2.2 Effective Moduli Method for Homogenization of Two-Phase Piezoelectric Nanocomposite -- 2.3 Dimensionless Homogenization Problem -- 2.4 Finite Element Modelling -- 2.5 Modelling of Representative Volume Elements -- 2.6 Results and Discussion -- 2.7 Conclusion -- References -- 3 A Mathematical Model for Bone Cell Population Dynamics of Fracture Healing Considering the Effect of Energy Dissipation -- 3.1 Introduction -- 3.2 The Model -- 3.2.1 The Main Assumptions -- 3.2.2 The Governing Equations -- 3.2.3 The Stimulus -- 3.2.4 The Function κ() -- 3.2.5 The Mechanical Framework -- 3.2.6 Numerical Data -- 3.2.7 Healing of Bone -- 3.2.8 Dissipation -- 3.3 Results and Discussion -- 3.4 Conclusion -- References -- 4 Second Gradient Linear and Nonlinear Constitutive Models of Architectured Materials: Static and Dynamic Behaviors -- 4.1 Introduction -- 4.2 First- and Second-Order Effective Moduli of Periodic Networks -- 4.2.1 Analytical Method -- 4.2.2 Homogenized Viscoelastic Behavior -- 4.2.3 Incremental Scheme -- 4.3 Wave Propagation Analysis Based on Nonlinear Models -- 4.3.1 Strain Energy Density -- 4.4 Conclusion -- References -- 5 An Application of Coulomb-Friction Model to Predict Internal Dissipation in Concrete -- 5.1 Introduction -- 5.2 A Brief Synopsis of the Employed Model -- 5.2.1 3D Formulation of a Micromorphic Concrete-Based Material -- 5.2.2 Simplified Formulation for the Case of a Pure Compression -- 5.3 Numerical Simulations and Discussions.
5.4 Conclusion -- References -- 6 From the Swarm Robotics to Material Deformations -- 6.1 Introduction -- 6.2 Other Models in Literature -- 6.2.1 Position-Based Dynamics (PBD) -- 6.2.2 Swarm Robotics -- 6.3 The Model Here Proposed -- 6.3.1 A Recall About Graph Theory -- 6.3.2 Constructing the Model -- 6.3.3 Relationship with Other Models -- 6.3.4 Meaning of Neighbors -- 6.4 Numerical Simulations -- 6.4.1 Standard Simulations -- 6.4.2 Second Neighborhoods and Exotic Simulations -- 6.5 Conclusion -- References -- 7 A Review of the Class of Bouc-Wen Differential Models for Simulating Mechanical Hysteresis Phenomena -- 7.1 Introduction -- 7.2 Modeling of Symmetric Hysteresis Loops -- 7.2.1 Bouc Model and Its Modified Versions -- 7.2.2 Sensitivity Analysis -- 7.3 Modeling of Asymmetric Hysteresis Loops -- 7.3.1 Asymmetric Bouc-Wen Models -- 7.3.2 Sensitivity Analysis -- 7.4 Modeling of Pinched Hysteresis Loops -- 7.4.1 Pinching Bouc-Wen Models -- 7.4.2 Sensitivity Analysis -- 7.5 Modeling of Degrading Hysteresis Loops -- 7.5.1 Degrading Bouc-Wen Models -- 7.5.2 Sensitivity Analysis -- 7.6 Conclusion -- References -- 8 A Generalized Formulation of Time Integration Methods for Nonlinear Dynamic Analysis of Hysteretic Mechanical Systems -- 8.1 Introduction -- 8.2 Families of Time Integration Methods -- 8.2.1 Nonlinear Equilibrium Equations -- 8.2.2 Generalized Formulation of Time Integration Methods -- 8.3 Conventional Time Integration Methods -- 8.3.1 Newmark's Family of Methods -- 8.3.2 Some Instances of the NFMs -- 8.3.3 Implementation Scheme of the NFMs -- 8.4 Structure-Dependent Time Integration Methods -- 8.4.1 Chang's Family of Explicit Methods -- 8.4.2 Some Instances of the CFEMs -- 8.4.3 Implementation Scheme of the CFEMs -- 8.5 Numerical Experiments -- 8.5.1 Mechanical System Properties -- 8.5.2 Applied Generalized External Force.
8.5.3 Hysteretic Model Parameters -- 8.5.4 Results of the Nonlinear Time History Analyses -- 8.6 Conclusion -- References -- 9 Quasi-Harmonic Solutions for Transversely Isotropic Magneto-Electro-Thermo-Elasticity: A Symbolic Mathematics Approach -- 9.1 Introduction -- 9.2 Field Equations -- 9.3 A General Solution to the Field Equations in Terms of Quasi-Harmonic Potentials -- 9.3.1 Inversion of the Differential Operator mathcalL -- 9.3.2 Factorization of the Differential Equation |mathcalL|= 0 -- 9.4 Automatic Evaluation of |mathcalL| and mathcalL* and Relevant Coefficients -- 9.4.1 Evaluation of |mathcalL| -- 9.4.2 Evaluation of mathcalL* -- 9.5 Conclusion -- References -- 10 Mathematical Tools for the Seismic Analysis of Reinforced Concrete Structures: A Selected Review -- 10.1 Introduction -- 10.2 Review of Strategies Accounting for Global Torsion in Buildings -- 10.2.1 Review of the Dynamic Equivalent Rotational Spectrum -- 10.3 Computation of Multicomponent Actions by Seismic Envelopes -- 10.4 Capacity Checks of Reinforced Concrete Beams -- 10.4.1 A General Algorithm to Perform Capacity Checks by the Supreme Envelope -- 10.5 Conclusions -- References -- 11 Form Finding of Shell Structures by Using Membrane Theory -- 11.1 Introduction -- 11.2 The Membrane Theory of Shells -- 11.2.1 Global and Local Reference Frames -- 11.2.2 Transformation Formulas for Lengths and Areas -- 11.2.3 Distributed Loads and Stress Components -- 11.2.4 Equilibrium -- 11.3 Form-Finding Algorithm -- 11.3.1 Discretization of the Equilibrium Equations by the Finite Difference Method -- 11.3.2 Assigning the Distribution of Projected Membrane Stresses -- 11.3.3 Evaluation of the Shell Mid-Surface Height -- 11.3.4 Iterative Procedure for Assigning Projected Loads -- 11.4 Numerical Examples -- 11.4.1 Shell with One Free Side -- 11.4.2 Shell Supported at Corners.
11.5 Conclusion -- References -- 12 Influence of Non-structural Components on Equivalent Linearization of Buildings -- 12.1 Introduction -- 12.2 Brief Review of Tail-Equivalent Linearization -- 12.3 Influence of Secondary Devices on TELS -- 12.3.1 Frequency Content Comparison -- 12.3.2 First Excursion Probability Comparison -- 12.4 Conclusion -- References -- 13 Do We Really Need Pantographic Structures? -- 13.1 Introduction -- 13.2 Metamaterials Are (Natural) Materials on Demand -- 13.3 Second Gradient Theories -- 13.4 Microstructure in Continuum Mechanics -- 13.4.1 The Synthesis Problem -- 13.5 Why We Really Need Pantographic Structures -- 13.5.1 The Existence of Pantographic Metamaterial Motivates the Need of Second Gradient Theories -- 13.5.2 A Mechanical Diode -- 13.5.3 An Iterative Algorithm for Synthesising Metamaterials -- 13.6 Conclusion -- References.
Record Nr. UNISA-996466559903316
Cham, Switzerland : , : Springer International Publishing, , [2021]
Materiale a stampa
Lo trovi qui: Univ. di Salerno
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