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The rational selection of the most suitable bolt type per specific structural demand may avoid premature reduction of joint strength for higher levels of joint rotation, or provide further rotational capacity.
Two main objectives are to study the effects of temperature on the rotational capacity and to identify key parameters which affect the rotational capacity.
One component of the rotational capacity is that due to concrete softening.
However, an enhanced ductility was observed by the increase in rotational capacity.
The results showed considerable reduction in the rotational capacity at elevated temperatures.
In the present work, the reduction of ultimate deformation (i.e. rotational) capacity of r.c.
Furthermore, the rotational capacity of I-girders built up with high strength steel plates is usually smaller than that of I-girders built up with normal strength steel plates; the rotational capacity therefore needs to be improved.
An extensive experimental programme has been conducted to investigate the rotational capacity of steel I-beams under fire conditions.
In addition, the effects of flange and web slenderness, together with effective length, on the rotational capacity were clearly observed.
They showed how the combination of different parameters can improve the stiffness of the joint and its rotational capacity.
Finally, a method for evaluating the flexural stiffness, strength and rotational capacity is presented in the form of design recommendations.
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