This paper provides a state-of-the-art review on advanced analysis models for investigating the
load-displacement and ultimate load behaviour of steel and composite frames subjected to static gravity and
lateral loads. Various inelastic analysis mod...
This paper provides a state-of-the-art review on advanced analysis models for investigating the
load-displacement and ultimate load behaviour of steel and composite frames subjected to static gravity and
lateral loads. Various inelastic analysis models for steel and composite members are reviewed. Composite
beams under positive and negative moments are analysed using a moment-curvature relationship which
captures the effects of concrete cracking and steel yielding along the members length. Beam-to-column
connections are modeled using rotational spring. Building core walls are modeled using thin-walled element.
Finally, the nonlinear behaviour of a complete multi-storey building frame consisting of a centre core-wall and
the perimeter frames for lateral-load resistance is investigated. The performance of the total building system is
evaluated in term of its serviceability and ultimate limit states.