Pages that link to "Item:Q985974"
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The following pages link to Response of an infinite beam resting on a tensionless elastic foundation subjected to arbitrarily complex transverse loads (Q985974):
Displaying 13 items.
- Tensionless contact of a finite beam: concentrated load inside and outside the contact zone (Q317988) (← links)
- A differential quadrature procedure for linear and nonlinear steady state vibrations of infinite beams traversed by a moving point load (Q333810) (← links)
- Nonlinear analysis of shear deformable beam-columns partially supported on tensionless three-parameter foundation (Q364817) (← links)
- On the stability loss for an Euler beam resting on a tensionless Pasternak foundation (Q743558) (← links)
- Static analysis of an infinite beam resting on a tensionless Pasternak foundation (Q837901) (← links)
- Response of an infinite beam on a bilinear elastic foundation: bridging the gap between the Winkler and tensionless foundation models (Q1788455) (← links)
- Force transmission characteristics in a multiple-fulcrum supporting platform with heavy loads (Q2038729) (← links)
- Analytical model of buried beams on a tensionless foundation subjected to differential settlement (Q2049802) (← links)
- Closed-form solution considering the tangential effect under harmonic line load for an infinite Euler-Bernoulli beam on elastic foundation (Q2295049) (← links)
- Flexural wave propagation in infinite beams on a unilateral elastic foundation (Q2296428) (← links)
- Response of an infinite beam resting on the tensionless Winkler foundation subjected to an axial and a transverse concentrated loads (Q2325824) (← links)
- Response of a finite beam in contact with a tensionless foundation under symmetric and asymmetric loading (Q2571886) (← links)
- A principle of virtual power-based beam model reveals discontinuities in elastic support as potential sources of stress peaks in tramway rails (Q2661105) (← links)
