A formulation for calculating end moments of gable frame members which are primarily subjected to bending is presented. The resultant equations can be solved by Gauss-seidel iteration. Computational procedure is given, and based on that, sample...

It is intended to perform buckling analysis of steel gabled frames with tapered members and

flexible connections. The method is based on the exact solutions of the governing differential equations for

stability of a gabled frame with I...

Free vibration analysis of a gabled frame with elastic support and semi-rigid connections is performed by using a program in OpenSees software. Natural frequencies and mode shape details of frame are obtained for two states, which are semi...

This paper is concerned with the free vibration of a gabled frame with rotational springs at

intersecting joints. Each member of the frame may have di®erent mechanical or geometrical

properties. The problem at hand is to solve...

Nonlinear dynamic and natural frequencies of a gabled frame with elastic restraints and semi-rigid connections are investigated by using a program in OpenSees software. Natural frequencies are obtained for two states, which are flexible connections...