Search alternatives:
"experiment" » "experiments" (Expand Search), "experimental" (Expand Search)
"experimentsum" » "experimentssum" (Expand Search), "experimentalsum" (Expand Search), "experimentum" (Expand Search), "experiments" (Expand Search), "experimental" (Expand Search)
"experimentalalsssal" » "experimentsalalsssal" (Expand Search), "experimentalalalsssal" (Expand Search), "experimentalsssal" (Expand Search), "experimentallysssal" (Expand Search), "experientialsssal" (Expand Search)
"experimentalal" » "experimentsalal" (Expand Search), "experimentalalal" (Expand Search), "experimental" (Expand Search), "experimentally" (Expand Search), "experiential" (Expand Search)
"experimentalsals" » "experimentsalsals" (Expand Search), "experimentalalsals" (Expand Search), "experimentally" (Expand Search), "experimental" (Expand Search)
"experimentsalssumsals" » "experimentssalssumsals" (Expand Search), "experimentalsalssumsals" (Expand Search)
"experimentalsalsumals" » "experimentsalsalsumals" (Expand Search), "experimentalalsalsumals" (Expand Search), "experimentallyumals" (Expand Search), "experimentalumals" (Expand Search)
"experimentsssumals" » "experimentssssumals" (Expand Search), "experimentalsssumals" (Expand Search), "experimentssumals" (Expand Search), "experimentalsumals" (Expand Search), "experimentumsumals" (Expand Search), "experimentsumals" (Expand Search), "experimentalumals" (Expand Search), "experimentumumals" (Expand Search)
"experimentss" » "experimentsss" (Expand Search), "experimentalss" (Expand Search), "experiments" (Expand Search), "experimental" (Expand Search), "experimentum" (Expand Search)
"experimentsss" » "experimentssss" (Expand Search), "experimentalsss" (Expand Search), "experimentss" (Expand Search), "experimentals" (Expand Search), "experimentums" (Expand Search), "experiments" (Expand Search), "experimental" (Expand Search), "experimentum" (Expand Search)
"experimentssalsally" » "experimentsssalsally" (Expand Search), "experimentalssalsally" (Expand Search), "experimentsalsally" (Expand Search), "experimentalalsally" (Expand Search), "experimentumalsally" (Expand Search)
"experimentalalsally" » "experimentsalalsally" (Expand Search), "experimentalalalsally" (Expand Search), "experimentalsally" (Expand Search), "experimentallysally" (Expand Search), "experientialsally" (Expand Search)
"experimentsly" » "experimentssly" (Expand Search), "experimentalsly" (Expand Search), "experimentally" (Expand Search), "experimental" (Expand Search), "experiments" (Expand Search)
"experimentumalsly" » "experimentsumalsly" (Expand Search), "experimentalumalsly" (Expand Search), "experimentally" (Expand Search)
"experimentelle" » "experimentselle" (Expand Search), "experimentalelle" (Expand Search), "experimentally" (Expand Search), "experimental" (Expand Search)
"experiencing" » "experience" (Expand Search), "experiences" (Expand Search), "experienced" (Expand Search)
Showing 107,761 - 107,780 results of 108,540 for search '(("experiment" OR ((("experimentsum" OR "experimentalalsssal") OR "experimentalal") OR "experiencing")) OR (((("experimentalsals" OR "experimentsalssumsals") OR ("experimentalsalsumals" OR "experimentsssumals")) OR ("experimentss" OR "experimentsss")) OR ((("experimentssalsally" OR "experimentalalsally") OR "experiencesally") OR ("experimentsly" OR ("experimentumalsly" OR "experimentelle")))))', query time: 0.88s Refine Results
  1. 107761

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

    London : Hackensack, NJ : Imperial College Press ; Distributed by World Scientific Pub., 2011
    Format: Electronic eBook
    Full text (Emerson users only)
    Full text (Emmanuel users only)
    Full text (NECO users only)
    Full text (MCPHS users only)
    Full text (Wentworth users only)
  2. 107762

    Foundation engineering for expansive soils by Nelson, John D.

    Hoboken, New Jersey : Wiley, 2015
    Format: Electronic eBook
    Full text (Wentworth users only)
  3. 107763
  4. 107764

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

    Cham : Springer International Publishing : Imprint: Springer, 2020
    1st ed. 2020.
    Format: Electronic eBook
    Full text (Wentworth users only)
  5. 107765

    Glee and new directions for social change

    Rotterdam, The Netherlands : SensePublishers, 2015
    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.…”
    Format: Electronic eBook
    Full text (Emerson users only)
    Full text (Emmanuel users only)
    Full text (NECO users only)
    Full text (MCPHS users only)
    Access E-Book
    Full text (Wentworth users only)
  6. 107766
  7. 107767
  8. 107768

    Computational intelligent techniques in mechatronics

    Hoboken, New Jersey : Beverly, MA : John Wiley & Sons, Inc. ; Scrivener Publishing LLC, 2024
    Format: Electronic eBook
    Full text (Wentworth users only)
    Full text (Wentworth users only)
  9. 107769
  10. 107770

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

    Boca Raton : Chapman & Hall/CRC Press, 2022
    First edition.
    Format: Electronic eBook
    Full text (WIT users only)
  11. 107771
  12. 107772

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

    New York : Guilford Press, 2002
    Format: Book


  13. 107773

    Lipidomics : technologies and applications

    Weinheim : Wiley-VCH, 2012
    Format: Electronic eBook
    Full text (Wentworth users only)
  14. 107774

    Intermediate Mechanics of Materials by Barber, J. R.

    Dordrecht : Springer Netherlands, 2011
    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.…”
    Format: Electronic eBook
    Full text (Wentworth users only).
  15. 107775

    Photonics, plasmonics and information optics : research and technological advances

    Boca Raton : CRC Press, 2021
    1st.
    Format: Electronic eBook
    Full text (WIT users only)
  16. 107776

    Quality control in fruit and vegetable processing : methods and strategies

    Palm Bay, FL, USA ; Burlington, ON, Canada : Boca Raton, FL, USA ; Abingdon, Oxon, UK : Apple Academic Press ; CRC Press, 2023
    First edition.
    Format: Electronic eBook
    Full text (WIT users only)
  17. 107777
  18. 107778
  19. 107779

    Algal metabolites : biotechnological, commercial, and industrial applications

    Palm Bay, FL, USA ; Burlington, ON, Canada : Boca Raton, FL, USA ; Abingdon, Oxon, UK : Apple Academic Press ; CRC Press, 2023
    First edition.
    Format: Electronic eBook
    Full text (WIT users only)
  20. 107780