Patel Pratikkumar Jayantilal

5162

The idealizing assumption of beam-to-column connections as hinged or fully rigid due to lack of more realistic guidance in view of modeling advocates for further research on non-linear response of joints considering rotational stiffness, moment of resistance and rotational capacity. Preparation of guidelines for modeling different type of connections may also prove very helpfulThe idealizing assumption of beam-to-column connections as hinged or fully rigid due to lack of more realistic guidance in view of modeling advocates for further research on non-linear response of joints considering rotational stiffness, moment of resistance and rotational capacity. Preparation of guidelines for modeling different type of connections may also prove very helpful