Definition of semi-rigid steel structural connections, classification and influence to the structural response of sway and non-sway steel frames. Sources of con
Although the semirigidity concept was introduced many years ago, steel structures are usually designed by assuming that beam-to-column joints are either pinned
This book is devoted to the discussion and studies of simple and efficient numerical procedures for large deflection and elasto-plastic analysis of steel frames
A detailed presentation of the major role played by correctly designed and fabricated joints in the safe and reliable response of steel, composite and timber st