TY  - JOUR
AB  - IF a beam is laterally resting on a continuous elastic foundation then it is usually assumed in the technical literature that the intensity of lateral pressure p(u) is proportional to the deflexion v(u)
VL  - 18
IS  - 8
SN  - 0002-2667
DO  - 10.1108/eb031403
UR  - https://doi.org/10.1108/eb031403
AU  - Ratzersdorfer J.
PY  - 1946
Y1  - 1946/01/01
TI  - A Buckling Problem: A Beam Resting on a Continuous Elastic Foundation with Concentrated Elastic End Supports
T2  - Aircraft Engineering and Aerospace Technology
PB  - MCB UP Ltd
SP  - 266
EP  - 268
Y2  - 2024/05/07
ER  -