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The columns, beams and piles are modeled using the 3D elastic two-noded BEAM elements.
Their work grew out of earlier attempts at systematic structural analysis for complex frameworks of beam elements.
The frame was meshed using beam elements.
Furthermore two node beam elements were used to model beams.
The use of beam elements is also not exceptional.
Beam and columns are modeled as beam elements.
The model consisted of 696 nodes and 2009 beam elements.
All the simulations were conducted with multifiber Timoshenko beam elements.
The post-tensioning tendons were modeled with beam elements.
The beam is divided into several continuous Timoshenko beam elements.
All parameters are calculated for 3D active beam elements.
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