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![Fig. 9 Load versus vertical deflection at crown: in-plane buckling of clamped arches (from the same report as the previous 4 slides)](thumbnails/s61.jpg) |
![Fig. 10 Load versus vertical deflection at crown: out-of-plane buckling of clamped arches (zero extension of the reference surface) (from the same report as the previous 5 slides)](thumbnails/s62.jpg) |
![Large deformation of a frame with a dowward vertical concentrated load at its top corner](thumbnails/s63.jpg) |
![Nonlinear limit point versus nonlinear bifurcation point on the nonlinear fundamental equilibrium path](thumbnails/s64.jpg) |
![Various kinds of limit points on the nonlinear fundamental equilibrium curve](thumbnails/s65.jpg) |
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Fig. 9 Load versus vertical deflection at crown: in-plane buckling of clamped arches (from the same report as the previous 4 slides) |
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Fig. 10 Load versus vertical deflection at crown: out-of-plane buckling of clamped arches (zero extension of the reference surface) (from the same report as the previous 5 slides) |
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Large deformation of a frame with a dowward vertical concentrated load at its top corner |
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Nonlinear limit point versus nonlinear bifurcation point on the nonlinear fundamental equilibrium path |
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Various kinds of limit points on the nonlinear fundamental equilibrium curve |
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![Nonlinear equilibrium of a shallow arch under uniform external pressure](thumbnails/s66.jpg) |
![Nonlinear equilibrium paths of a deep arch under concentrated downward load P](thumbnails/s67.jpg) |
![Shallow hinged cylindrical panel under external concentrated load P](thumbnails/s68.jpg) |
![Nonlinear equilibrium of](thumbnails/s69.jpg) |
![Symmetrical large displacement of a deep arch under a concentrated downward load P](thumbnails/s70.jpg) |
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Nonlinear equilibrium of a shallow arch under uniform external pressure |
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Nonlinear equilibrium paths of a deep arch under concentrated downward load P |
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Shallow hinged cylindrical panel under external concentrated load P |
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Nonlinear equilibrium of "Lee's frame" |
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Symmetrical large displacement of a deep arch under a concentrated downward load P |
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![Large deflection of a hinged shallow arch under an inclined concentrated downward load P](thumbnails/s71.jpg) |
![Bending-torsional large deflection of a cantilevered beam with a channel cross section and a concentrated downward load P at its tip](thumbnails/s72.jpg) |
![Nonlinear load-displacement curves of a shallow hinged cylindrical panel with a downard concetrated load P and with three different locations of the simple supports: outer surface, middle surface and inner surface](thumbnails/s73.jpg) |
![Nonlinear response of axially functionally graded Timoshenko beams on elastic foundation under harmonic excitation](thumbnails/s74.jpg) |
![](thumbnails/s75.jpg) |
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Large deflection of a hinged shallow arch under an inclined concentrated downward load P |
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Bending-torsional large deflection of a cantilevered beam with a channel cross section and a concentrated downward load P at its tip |
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Nonlinear load-displacement curves of a shallow hinged cylindrical panel with a downard concetrated load P and with three different locations of the simple supports: outer surface, middle surface and inner surface |
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Nonlinear response of axially functionally graded Timoshenko beams on elastic foundation under harmonic excitation |
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"Dynamics of snapping beams and jumping poppers", by D.P. Holmes, et al, 2014 |
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