Traditions of eloquence : the Jesuits and modern rhetorical studies

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Taking SketchUp Pro to the Next Level Go Beyond the Basics and Develop Custom 3D Modeling Workflows to Become a SketchUp Ninja by Dietzen, Aaron

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An introduction to computational engineering with Matlab by Yang, Xin-She

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Taming heterogeneity and complexity of embedded control

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Renewable Energy Integration with Building Energy Systems : A Modelling Approach.

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DNA Deamination and the Immune System : Aid in Health and Disease

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Foundation engineering for expansive soils by Nelson, John D.

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Insights on Luke. by Swindoll, Charles R.

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Cloud Computing, Smart Grid and Innovative Frontiers in Telecommunications 9th EAI International Conference, CloudComp 2019, and 4th EAI International Conference, SmartGIFT 2019, B...

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Glee and new directions for social change

Table of Contents: “…USING THE "NEW DIRECTIONS" TO MOVE MEDIA VIEWERS IN THE RIGHT DIRECTIONS: Examining the Effects of Glee Narratives on Attitudes and Behavioral Intentions towards Stigmatized Groups; THE EFFECTS OF ELEVATION AND MUSIC ON ATTITUDES AND BEHAVIORAL INTENTIONS; METHOD; Study Design and Participants; Experimental Conditions; Stimulus Material; RESULTS; GENERAL DISCUSSION; STUDY LIMITATIONS.…”
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Gender-based perspectives on batterer programs : program leaders on history, approach, research, and development by Gondolf, Edward W., 1948-

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Chinese Under Globalization : Emerging Trends in Language Use in China

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Computational intelligent techniques in mechatronics

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Voyage : Miscellanées. by Deltenre, Chantal

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Research methodology : techniques and trends by Dubey, Umesh Kumar B., Kothari, D. P. (Dwarkadas Pralhaddas), 1944-

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Leadership for change in teacher education : voices of Canadian Deans of education

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Body image : a handbook of theory, research, and clinical practice

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Lipidomics : technologies and applications

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Intermediate Mechanics of Materials by Barber, J. R.

Table of Contents: “…Introduction -- 1.1 The Engineering design process;1.2 Design optimization;1.2.1 Predicting the behaviour of the component -- 1.2.2 Approximate solutions -- 1.3 Relative magnitude of different effects -- 1.4 Formulating and solving problems -- 1.4.1 Use of procedures -- 1.4.2 Inverse problems -- 1.4.3 Physical uniqueness and existence arguments -- 1.5 Review of elementary mechanics of materials -- 1.5.1 Definition of stress components -- 1.5.2 Transformation of stress components -- 1.5.3 Displacement and strain -- 1.5.4 Hooke’s law -- 1.5.5 Bending of beams -- 1.5.6 Torsion of circular bars -- 1.6 Summary -- Problems -- 2 Material Behaviour and Failure -- 2.1 Transformation of stresses -- 2.1.1 Review of two-dimensional results -- 2.1.2 Principal stresses in three dimensions -- 2.2 Failure theories for isotropic materials -- 2.2.1 The failure surface -- 2.2.2 The shape of the failure envelope -- 2.2.3 Ductile failure (yielding) -- 2.2.4 Brittle failure -- 2.3 Cyclic loading and fatigue -- 2.3.1 Experimental data -- 2.3.2 Statistics and the size effect -- 2.3.3 Factors influencing the design stress -- 2.3.4 Effect of combined stresses -- 2.3.5 Effect of a superposed mean stress -- 2.3.6 Summary of the design process -- 2.4 Summary -- Problems -- 3 Energy Methods -- 3.1 Work done on loading and unloading -- 3.2 Strain energy -- 3.3 Load-displacement relations -- 3.3.1 Beams with continuously varying bending moments -- 3.3.2 Axial loading and torsion -- 3.3.3 Combined loading -- 3.3.4 More general expressions for strain energy -- 3.3.5 Strain energy associated with shear forces in beams -- 3.4 Potential energy -- 3.5 The principle of stationary potential energy -- 3.5.1 Potential energy due to an external force -- 3.5.2 Problems with several degrees of freedom -- 3.5.3 Non-linear problems -- 3.6 The Rayleigh-Ritz method -- 3.6.1 Improving the accuracy -- 3.6.2 Improving the back of the envelope approximation -- 3.7 Castigliano’s first theorem -- 3.8 Linear elastic systems -- 3.8.1 Strain energy -- 3.8.2 Bounds on the coefficients -- 3.8.3 Use of the reciprocal theorem -- 3.9 The stiffness matrix -- 3.9.1 Structures consisting of beams -- 3.9.2 Assembly of the stiffness matrix -- 3.10 Castigliano’s second theorem -- 3.10.1 Use of the theorem -- 3.10.2 Dummy loads -- 3.10.3 Unit load method -- 3.10.4 Formal procedure for using Castigliano’s second theorem -- 3.10.5 Statically indeterminate problems -- 3.10.6 Three-dimensional problems -- 3.11 Summary -- Problems -- 4 Unsymmetrical Bending -- 4.1 Stress distribution in bending -- 4.1.1 Bending about the x-axis only -- 4.1.2 Bending about the y-axis only -- 4.1.3 Generalized bending -- 4.1.4 Force resultants -- 4.1.5 Uncoupled problems -- 4.1.6 Coupled problems -- 4.2 Displacements of the beam -- 4.3 Second moments of area -- 4.3.1 Finding the centroid -- 4.3.2 The parallel axis theorem -- 4.3.3 Thin-walled sections -- 4.4 Further properties of second moments -- 4.4.1 Coordinate transformation --  4.4.2 Mohr’s circle of second moments -- 4.4.3 Solution of unsymmetrical bending problems in principal coordinates -- 4.4.4 Design estimates for the behaviour of unsymmetrical sections -- 4.4.5 Errors due to misalignment -- 4.5 Summary -- Problems -- 5 Non-linear and Elastic-Plastic Bending -- 5.1 Kinematics of bending -- 5.2 Elastic-plastic constitutive behaviour -- 5.2.1 Unloading and reloading -- 5.2.2 Yield during reversed loading -- 5.2.3 Elastic-perfectly plastic material -- 5.3 Stress fields in non-linear and inelastic bending -- 5.3.1 Force and moment resultants -- 5.4 Pure bending about an axis of symmetry -- 5.4.1 Symmetric problems for elastic-perfectly plastic materials -- 5.4.2 Fully plastic moment and shape factor -- 5.5 Bending of a symmetric section about an orthogonal axis -- 5.5.1 The fully plastic case -- 5.5.2 Non-zero axial force -- 5.5.3 The partially plastic solution -- 5.6 Unsymmetrical plastic bending -- 5.7 Unloading, springback and residual stress -- 5.7.1 Springback and residual curvature -- 5.7.2 Reloading and shakedown -- 5.8 Limit analysis in the design of beams -- 5.8.1 Plastic hinges -- 5.8.2 Indeterminate problems -- 5.9 Summary -- Problems -- 6 Shear and Torsion of Thin-walled Beams -- 6.1 Derivation of the shear stress formula -- 6.1.1 Choice of cut and direction of the shear stress -- 6.1.2 Location and magnitude of the maximum shear stress -- 6.1.3 Welds, rivets and bolts -- 6.1.4 Curved sections -- 6.2 Shear centre -- 6.2.1 Finding the shear centre -- 6.3 Unsymmetrical sections -- 6.3.1 Shear stress for an unsymmetrical section -- 6.3.2 Determining the shear centre -- 6.4 Closed sections -- 6.4.1 Determination of the shear stress distribution -- 6.5 Pure torsion of closed thin-walled sections -- 6.5.1 Torsional stiffness --  6.5.2 Design considerations in torsion -- 6.6 Finding the shear centre for a closed section -- 6.6.1 Twist due to a shear force -- 6.6.2 Multicell sections -- 6.7 Torsion of thin-walled open sections -- 6.7.1 Loading of an open section away from its shear centre -- 6.8 Summary -- Problems -- 7 Beams on Elastic Foundations;7.1 The governing equation -- 7.1.1 Solution of the governing equation -- 7.2 The homogeneous solution -- 7.2.1 The semi-infinite beam -- 7.3 Localized nature of the solution -- 7.4 Concentrated force on an infinite beam -- 7.4.1 More general loading of the infinite beam -- 7.5 The particular solution -- 7.5.1 Uniform loading -- 7.5.2 Discontinuous loads -- 7.6 Finite beams -- 7.7 Short beams -- 7.8 Summary -- Problems -- 8 Membrane Stresses in Axisymmetric Shells -- 8.1 The meridional stress -- 8.1.1 Choice of cut -- 8.2 The circumferential stress -- 8.2.1 The radii of curvature -- 8.2.2 Sign conventions -- 8.3 Self-weight -- 8.4 Relative magnitudes of different loads -- 8.5 Strains and Displacements -- 8.5.1 Discontinuities -- 8.6 Summary -- Problems -- 9 Axisymmetric Bending of Cylindrical Shells -- 9.1 Bending stresses and moments -- 9.2 Deformation of the shell -- 9.3 Equilibrium of the shell element -- 9.4 The governing equation -- 9.4.1 Solution strategy -- 9.5 Localized loading of the shell -- 9.6 Shell transition regions -- 9.6.1 The cylinder/cone transition -- 9.6.2 Reinforcing rings -- 9.7 Thermal stresses -- 9.8 The ASME pressure vessel code -- 9.9 Summary -- Problems -- 10 Thick-walled Cylinders and Disks -- 10.1 Solution method -- 10.1.1 Stress components and the equilibrium condition -- 10.1.2 Strain, displacement and compatibility -- 10.1.3 The elastic constitutive law -- 10.2 The thin circular disk -- 10.3 Cylindrical pressure vessels -- 10.4 Composite cylinders, limits and fits -- 10.4.1 Solution procedure -- 10.4.2 Limits and fits -- 10.5 Plastic deformation of disks and cylinders -- 10.5.1 First yield -- 10.5.2 The fully-plastic solution -- 10.5.3 Elastic-plastic problems -- 10.5.4 Other failure modes -- 10.5.5 Unloading and residual stresses -- 10.6 Summary -- Problems -- 11 Curved Beams -- 11.1 The governing equation -- 11.1.1 Rectangular and circular cross sections -- 11.1.2 The bending moment -- 11.1.3 Composite cross sections -- 11.1.4 Axial loading -- 11.2 Radial stresses -- 11.3 Distortion of the cross section -- 11.4 Range of application of the theory -- 11.5 Summary -- Problems -- 12 Elastic Stability -- 12.1 Uniform beam in compression -- 12.2 Effect of initial perturbations -- 12.2.1 Eigenfunction expansions -- 12.3 Effect of lateral load (beam-columns) -- 12.4 Indeterminate problems -- 12.5 Suppressing low-order modes . -- 12.6 Beams on elastic foundations -- 12.6.1 Axisymmetric buckling of cylindrical shells -- 12.6.2 Whirling of shafts -- 12.7 Energy methods -- 12.7.1 Energy methods in beam problems -- 12.7.2 The uniform beam in compression -- 12.7.3 Inhomogeneous problems -- 12.8 Quick estimates for the buckling force -- 12.9 Summary -- Problems -- A The Finite Element Method -- A.1 Approximation -- A.1.1 The ‘best’ approximation -- A.1.2 Choice of weight functions -- A.1.3 Piecewise approximations -- A.2 Axial loading . -- A.2.1 The structural mechanics approach -- A.2.2 Assembly of the global stiffness matrix -- A.2.3 The nodal forces -- A.2.4 The Rayleigh-Ritz approach -- A.2.5 Direct evaluation of the matrix equation -- A.3 Solution of differential equations -- A.4 Finite element solutions for the bending of beams -- A.4.1 Nodal forces and moments -- A.5 Two and three-dimensional problems -- A.6 Computational considerations -- A.6.1 Data storage considerations -- A.7 Use of the finite element method in design --  A.8 Summary --  Problems --  B Properties of Areas -- C Stress Concentration Factors -- D Answers to Even Numbered Problems -- Index.…”
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Photonics, plasmonics and information optics : research and technological advances

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