Most briefe tables to knovv redily hovv manie ranckes of footemen armed with corslettes, as vnarmed, go to the making of a iust battaile [[electronic resource] ] : from an hundred vnto twentie thousand. Next a very easie, and approued way to arme a battaile with harkabuzers, and winges of horsemen according to the vse at these daies. Newlie increased, and largelie amplified both in the tables, as in the declarations of the same, by the aucthour himselfe. Girolamo Cataneo Nouarese. Tourned out of Italian into English by H.G

• Record Nr.: UNISA996391503603316
• Autore: Cataneo Girolamo
• Pubbl/distr/stampa: Imprinted at London, : By Thomas East : for Iohn Wight, 1588
• Descrizione fisica: [68] p
• Altri autori (Persone): MachiavelliNiccolò <1469-1527.>; H. G
• Soggetti: Military art and science
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: H.G. = Henry Grantham?.; A translation of: Modo di formare con prestezza le moderne battaglie di picche, archibugieri, et cavalleria.; Signatures: A⁶ B-D⁴ E² F-H⁴ I² .; The last leaf is blank.; Most copies are found as part 3 of "The arte of warre" by Niccolò Machiavelli (STC 17166).; Identified as part of STC 17166 on UMI microfilm reel 431.; Reproductions of the original in the Henry E. Huntington Library and Art Gallery.; Appears at reels 312 and 431 (same copy filmed twice).
• Sommario/riassunto: eebo-0113

Mathematical models of beams and cables / / Angelo Luongo, Daniele Zulli ; series editor, Noël Challamel

• Record Nr.: UNINA9910140187703321
• Autore: Luongo Angela
• Pubbl/distr/stampa: London, England ; ; Hoboken, New Jersey : , : Wiley, , 2013; ©2013
• ISBN: 1-118-57755-8; 1-118-57763-9; 1-118-57764-7
• Descrizione fisica: 1 online resource (379 p.)
• Collana: Mechanical engineering and solid mechanics series
• Altri autori (Persone): ChallamelNoël
• Disciplina: 624.1772
• Soggetti: Structural analysis (Engineering) - Mathematical models; Girders; Cables
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: Description based upon print version of record.
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: Cover; Title page; Contents; Preface; Introduction; List of Main Symbols; Chapter 1. A One-Dimensional Beam Metamodel; 1.1. Models and metamodel; 1.2. Internally unconstrained beams; 1.2.1. Kinematics; 1.2.2. Dynamics; 1.2.3. The hyperelastic law; 1.2.4. The Fundamental Problem; 1.3. Internally constrained beams; 1.3.1. The mixed formulation for the internally constrained beam kinematics and constraints; 1.3.2. The displacement method for the internally constrained beam; 1.4. Internally unconstrained prestressed beams; 1.4.1. The nonlinear theory; 1.4.2. The linearized theory; 1.5. Internally constrained prestressed beams1.5.1. The nonlinear mixed formulation; 1.5.2. The linearized mixed formulation; 1.5.3. The nonlinear displacement formulation; 1.5.4. The linearized displacement formulation; 1.6. The variational formulation; 1.6.1. The total potential energy principle; 1.6.2. Unconstrained beams; 1.6.3. Constrained beams; 1.6.4. Unconstrained prestressed beams; 1.6.5. Constrained prestressed beams; 1.7. Example: the linear Timoshenko beam; 1.8. Summary; Chapter 2. Straight Beams; 2.1. Kinematics; 2.1.1. The displacement and rotation fields; 2.1.2. Tackling the rotation tensor2.1.3. The geometric boundary conditions; 2.1.4. The strain vector; 2.1.5. The curvature vector; 2.1.6. The strain-displacement relationships; 2.1.7. The velocity and spin fields; 2.1.8. The velocity gradients and strain-rates; 2.2. Dynamics; 2.2.1. The balance of virtual powers; 2.2.2. The inertial contributions; 2.2.3. The balance of momentum; 2.2.4. The scalar forms of the balance equations and boundary conditions; 2.2.5. The Lagrangian balance equations; 2.3. Constitutive law; 2.3.1. The hyperelastic law; 2.3.2. Identification of the elastic law from a 3D-model2.3.3. Homogenization of beam-like structures; 2.3.4. Linear viscoelastic laws; 2.4. The Fundamental Problem; 2.4.1. Exact equations; 2.4.2. The linearized theory for elastic prestressed beams; 2.5. The planar beam; 2.5.1. Kinematics; 2.5.2. Dynamics; 2.5.3. The Virtual Power Principle; 2.5.4. Constitutive laws; 2.5.5. The Fundamental Problem; 2.6. Summary; Chapter 3. Curved Beams; 3.1. The reference configuration and the initial curvature; 3.2. The beam model in the 3D-space; 3.2.1. Kinematics; 3.2.2. Dynamics; 3.2.3. The elastic law; 3.2.4. The Fundamental Problem3.3. The planar curved beam; 3.3.1. Kinematics; 3.3.2. Dynamics; 3.3.3. The Virtual Power Principle; 3.3.4. Constitutive law; 3.3.5. Fundamental Problem; 3.4. Summary; Chapter 4. Internally Constrained Beams; 4.1. Stiff beams and internal constraints; 4.2. The general approach; 4.3. The unshearable straight beam in 3D; 4.3.1. The mixed formulation; 4.3.2. The displacement formulation; 4.4. The unshearable straight planar beam; 4.5. The inextensible and unshearable straight beam in 3D; 4.5.1. Hybrid formulation: Version I; 4.5.2. Hybrid formulation: Version II; 4.6. The inextensible and unshearable straight planar beam
• Sommario/riassunto: Nonlinear models of elastic and visco-elastic onedimensional continuous structures (beams and cables) are formulated by the authors of this title. Several models of increasing complexity are presented: straight/curved, planar/non-planar, extensible/inextensible, shearable/unshearable, warpingunsensitive/ sensitive, prestressed/unprestressed beams, both in statics and dynamics. Typical engineering problems are solved via perturbation and/or numerical approaches, such as bifurcation and stability under potential and/or tangential loads, parametric excitation, nonlinear dynamics and aeroelasticit