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Rigid link elements extended the models with full interaction composition.
RBE2 link elements are utilized to connect the coupling beams to the wall piers.
In this research, bracing frames took advantage of shear and/or flexural link elements.
A compromise between cost and precision entails modelling and simplification of all the link elements.
Link elements are used to model elastomeric bearings with six degrees of freedom at each node.
The previous experimental results revealed that hysteresis behavior of link elements remains constant until a specific rotation.
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This compression-only hysteretic response was modeled with a series arrangement of two elements (gap link element and elasto-plastic link element) as depicted in Figure 5.
A multilinear elastic link element and multilinear plastic link element were connected in parallel and attached to a gap link element to simulate the hysteretic behavior of shear keys.
The plastic (Wen) link element available in SAP2000 was used to model the hysteresis of soil.
This collapse is described by a link element which is introduced between column and beam.
Although bond slip between concrete and rebar is modeled using link element, perfect bond has been assumed for this element.
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