COMPUTATION OF DISPLACEMENTS AND STRESS-RESULTANTS OF SEMI-RIGIDLY CONNECTED FRAMEWORKS
Liu Xiaoqiang Wu Huibi
DOI:10.11835/j.issn.1674-4764.1993.02.007
Received ,Revised , Accepted , Available online July 01, 2015
Volume ,1993,Pages -
- Abstract
Displacement of stress-resultants computation technique of semi-rigidly connected steel frames inclucing stiffness matrix method,hand calculation method has been proposed. Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads. Connection stiffness for five widely used type has systematically computed and practical values of beam stiffness to column stiffness has been summarized and issued.