036a | XA-DE |
037b | eng |
077a | 356376664 Buchausg. u.d.T.: ‡Mechanics, models and methods in civil engineering |
087q | 978-3-642-24637-1 |
100 | Frémond, Michel |
104b | Maceri, Franco |
331 | Mechanics, Models and Methods in Civil Engineering |
410 | Berlin, Heidelberg |
412 | Springer-Verlag GmbH Berlin Heidelberg |
425 | 2012 |
425a | 2012 |
433 | Online-Ressource (XVIII, 502p. 302 illus., 120 illus. in color, digital) |
451 | Lecture Notes in Applied and Computational Mechanics ; 61 |
454 | Lecture notes in applied and computational mechanics |
455 | 61 |
501 | Description based upon print version of record |
517 | Title; Preface; Contents; Adjustable Measures for the Safeguard of Monuments; Monuments; The Structure-Foundation-Ground (SFG) System; The Peculiar Features; The Uncertainties; The Adjustable Remedies; The Categories of Knowledge; Known Knowns (KK): Objective Knowledge; Known Unknowns (KU): Aware Ignorance; Unknown Knowns (UK): Unaware Ignorance; Unknown Unknowns (UU): General Obscurity; The Strategies; Respect ! (Keep Out); Tolerate ! (Accept); Wait ! (Postpone); Freeze ! (Secure); Mitigate ! (Attenuate); Improve (SFG) !; Compensate ! (Correct); Transfer ! (Reallocate); Abandon ! (Dismiss). The Complex SituationsThe Observational Approach; Concluding Remarks; References; Statics of Bodies Made of a Compressionally Rigid No Tension Material; Introduction; The Masonry Body; Admissible Stresses; Admissible Fractures and Strains; The Boundary of the Fractured Body; Stress-Strain Inequalities; Admissible Equilibrium States; The Formulation of the Principle of Virtual Work for Masonry Bodies; The Variational Inequality for the Existence of the AE State; No Existence of Self Stresses; Indeformable Structures; The Mechanism State; Admissible and Safe Stress Fields; Collapse. Impossibility of Collapse as a Consequence of Movements of the External ConstraintsReferences; Stress State for Heavy Masonry Panels with Openings; Introduction; A Preliminary Result; Panels with Opening; References; Homogenization of Flat and Thin Linearly Elastic Masonries; Introduction; Setting of the Problem; The Macroscopic Behaviour; Proof Outlines; Sequence {us} Is Bounded in L1(O); Existence of a Recovery Sequence; Concluding Remarks; References; Engineering the Ruins of Constructions; References. Finite Element Analysis of the Initiation of Landslides with a Non-isothermal Multiphase ModelIntroduction; Macroscopic Balance Equations; Equilibrium Equations; Mass Balance Equations; Energy Balance Equations; Constitutive Equations; Initial and Boundary Conditions; Finite Element Formulation; Algorithmic Formulation for Elasto-Plasticity; Return Mapping Algorithm for the Drucker-Prager Model with Linear Isotropic Hardening and Apex Solution; Algorithmic Tangent Moduli with Apex Solution for the Drucker-Prager Model with Linear Isotropic Hardening; Experimental Results; Numerical Results. ConclusionsReferences; Dissipation and Thermoelastic Coupling Associated with Fatigue of Materials; Introduction; Calorimetric Balance; Towards Simplified Heat Diffusion Problems; Experimental Procedure; Testing; Image Processing; Experimental Results; Thermoelastic Sources; Dissipative Sources; Heterogeneous Distribution of Heat Sources; Concluding Comments; References; Thermal Strain of Green Hinoki Wood: Separating the Hygrothermal Recovery and the Reversible Deformation; Introduction; Materials and Methods; Results and Discussion; Conclusion; References. Modelling Shape Memory Alloy Behaviour under Proportional Loading and Anisothermal Conditions |
527 | Buchausg. u.d.T.: ‡Mechanics, models and methods in civil engineering |
540a | ISBN 978-3-642-24638-8 |
700 | |UYQ |
700 | |COM004000 |
700b | |006.3 |
700b | |624 |
700c | |Q342 |
700g | 1270742302 UF 1500 |
750 | "Mechanics, Models and Methods in Civil Engineering" collects leading papers dealing with actual Civil Engineering problems. The approach is in the line of the Italian-French school and therefore deeply couples mechanics and mathematics creating new predictive theories, enhancing clarity in understanding, and improving effectiveness in applications. The authors of the contributions collected here belong to the Lagrange Laboratory, an European Research Network active since many years. This book will be of a major interest for the reader aware of modern Civil Engineering |
902s | 208858520 Bautechnik |
902s | 209130016 Technische Mechanik |
907s | 208858520 Bautechnik |
907s | 209485361 Mathematisches Modell |
912s | 208858520 Bautechnik |
912s | 209599480 Numerisches Verfahren |
917s | 208858520 Bautechnik |
917s | 209130016 Technische Mechanik |
922s | 209485361 Mathematisches Modell |
927s | 209599480 Numerisches Verfahren |
012 | 355116146 |
081 | Frémond, Michel: Mechanics, Models and Methods in Civil Engineering |
100 | Springer E-Book |
125a | Elektronischer Volltext - Campuslizenz |
655e | $uhttp://dx.doi.org/10.1007/978-3-642-24638-8 |