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Out-of-Plane Vibrations of Plane Frames
The frame vibrations studied in Chaps. 3 to 5 are for in-plane vibrations. If a plane frame acted upon by a force or horizontal ground vibration in...
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Conical Shells of Linearly Varying Thickness Subjected to Normal Loads
The equilibrium equations for a surface element of a conical shell in the framework of generalized plane stress of linear theory of elasticity are...
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Vibrations of X-Braced Multi-Story Frames
The study of vibrations for the x-braced portal frames in the last chapter is extended to high-rise x-braced multi-story frames in this chapter....
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Vibrations of Frames with Inclined Members
The model established for the vibration of the inclined bars in the last chapter now is applied to two- and three-bar frames with inclined members.
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Vibrations of X-Braced Portal Frames
Because of devastation of structures due to earthquake and wind force, increasing attention has been paid to dynamic responses of braced structures...
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A Boundary-Layer Solution Verified by Buckling of a Rectangular Plate
The so called edge-zone or boundary-layer solutions are widely used in large dediection problems of thin elastic plates [20,35,36] and shells...
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Inclined Girders with End Constraint Subjected to Normal Loads
A two-bar truss subjected to lateral normal distributed loads as shown in Fig. 9.1 represents a double leaf miter-type gate used in navigation locks...
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Two Methods for Analysis of Continuum Mechanics of Elastic Structures
There are two basic methods to analyze the continuum elastic structural mechanics: One is by applying Newton’s law of motion to a free body element...
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Vibrations of Inclined Bars with End Constraint
Considered are the vibrations of inclined bars with the bottom end flxed in space and the top end having a constraint which requires that this end...
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Buckling of Inclined Columns
The stability of a simple truss subjected to a single force, P, as shown in Fig. 8.1 was investigated by Mises [40] as a basic model to illustrate...
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Membrane Vibrations of Conical Shells
The vibrations of conical shells are due to the inertial and external forces acting the transverse, circumferential and meridional directions of the...
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Asymptotic Solutions of Conical Shells of Constant Thickness
The solutions of conical shells with linearly varying thickness presented in the last chapter have suggested a new approach to obtain asymptotic...
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Effect of Rotatory Inertia and Shear Deformation on Vibration of Inclined Bars with End Constraint
The effect of rotatory inertia and shear deformation on the vibration of the inclined bar with the end constraint studied in Chap. 2 is examined...
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Buckling of Conical Shells under a Single Axial Load
The buckling of conical shells subjected to external loads is a classic problem in shell structures. Since the theoretical predications could not...
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CuMn2O4 spinel electrodes: effect of the hydrothermal treatment duration on electrochemical performance
CuMn 2 O 4 (CMO) thin films are produced using a simple hydrothermal method. The influence of reaction duration on the electrodes’ electrochemical...
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Response to Shariff’s comments to my paper on his isotropic invariants (Shariff, 2023)
In the paper by Shariff (Q. J. Mech. Appl. Math. 76 , 143–161,
2023 ) a functional basis of vectors and symmetric tensors based on eigenvectors of the... -
New Insight into the Flexoelectricity in the View of Mechanics of Materials: Prismatic Beams Subjected to Bending
Flexoelectricity is a fascinating electromechanical phenomenon that occurs in non-homogeneously deformed dielectric materials. Unlike...
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Comparison of extended irreversible thermodynamics and nonequilibrium statistical operator method with thermodynamics based on a distribution containing the first-passage time
An analogy is drawn between version of non-equilibrium thermodynamics a distribution-based containing an additional thermodynamic first-passage time...
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Size-dependent axisymmetric bending analysis of modified gradient elastic Kirchhoff–Love plates
The sixth-order basic differential equation of axisymmetric bending model for modified gradient elastic Kirchhoff–Love plates (MGEKLPs) subjected to...
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Investigation of the parallel gradation method based on response of ballast penetration into subgrade soil by discrete element method
Treating ballast and subgrade soil as an integrated unit for sampling and loading has proven to be an effective method for investigating the...
