A stabilization control scheme for a simply supported buckled beam subjected to a compressive force is proposed theoretically and experimentally. It is easily predicted that the application of a control force based on P-control (control force is proportional to the deflection) increases the stiffness of the beam as well as the critical compressive force for the buckling. However, P-control cannot stabilize the buckled beam into the trivial steady state (straight position) for the following reason. Because the simply supported point is composed of rotatingequipment such as radial bearing, there is Coulomb friction in the circumferential direction around the rotatingaxis at that point and this friction causes the bendingmoment at the supporting point. As theoretically and experimentally clarified in our former study, in the neighborhood of the critical point, this effect of Coulomb friction produces an infinite number of fixed points for a compressive force. Then because the sum of the equivalent destabilization force in the lateral direction owing to the compressive force, originally existing stiffness of the beam, and the control force is spontaneously balanced with the effect of the bendingmoment due to the Coulomb friction, the beam cannot be stabilized to the trivial steady state by using the P-control. Also, in the same manner, the beam cannot be stabilized to the trivial steady state even by proportional derivative (PD) control. In this paper, we regard the effect of the Coulomb friction as a disturbance, and by estimating the disturbance with the aid of a disturbance observer, we stabilize the simply supported buckled beam to the trivial steady state. Furthermore, we conduct experiments using simple apparatus and we confirm the validity of the theoretically proposed control method.