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The Simple Model for Bolted Connections in Fire

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Figure

Figure 1. General representation of the proposed model.
Table 1. Properties of structural steel at elevated tempera-ture (s : steel temperature, f : yield stress, yE : Young’s smodulus)
Figure 4(a)The connection group 2 (SWW) had two additional
Figure 5. Comparison of temperature—rotation for spring-stiffness model and experimental tests [15]
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