Modeling and Behavior of Steel Plate Connections Subject to Various Fire Scenarios

Shear connections are common connection types and they are designed to resist only shear loads. In a fire event, the axial restraint provided by adjacent structure creates unanticipated compressive and tensile forces in the beam and thus the connection. Using finite-element models, this study examin...

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Bibliographic Details
Published inJournal of structural engineering (New York, N.Y.) Vol. 136; no. 7; pp. 897 - 906
Main Authors Garlock, Maria E, Selamet, Serdar
Format Journal Article
LanguageEnglish
Published American Society of Civil Engineers 01.07.2010
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