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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Published in | Journal of structural engineering (New York, N.Y.) Vol. 136; no. 7; pp. 897 - 906 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
American Society of Civil Engineers
01.07.2010
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Subjects | |
Online Access | Get full text |
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