This paper investigates the effects of connection flexibility and panel zone deformation on the behavior of plane steel frames. The incorporation of these factors in frame analysis will be discussed. The behavior of flexibly-connected frames will be enumerated by numerical examples.
|Original language||English (US)|
|Title of host publication||Unknown Host Publication Title|
|Publisher||American Society of Civil Engineers (ASCE)|
|Number of pages||24|
|State||Published - Dec 1 1985|
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