A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints
In this study a new design equation for predicting the shear strength of monotonically loaded exterior beam column joints is proposed. For this purpose, the influence of several key variables on the behaviour of beam-column joints are inspected using results of parametric studies on an experimental...
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Veröffentlicht in: | Engineering structures 2002-08, Vol.24 (8), p.1105-1117 |
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Format: | Artikel |
Sprache: | eng |
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