Restraint Characteristics of Flexible Riveted and Bolted Beam-To-Column Connections

摘要

The behavior of flexible riveted and bolted beam-to-column connections is described along with the factors which influence their moment-rotation characteristics. The load-deformation expressions for angle segments can be determined analytically for deformations that are sufficiently large to insure plastic hinges at three critical locations in the angles. Recommendations are made for the utilization of the restraint characteristics of flexible connections in design. The savings in beam weight are shown as is the reduction in depth, depending on loading condition and framing. (Author)