Table 2. Experiment 1—Wind loads acting on facade nodes. The PFs of dominated and non-dominated solutions are provided in Figure 6a,b, respectively. Table 3 provides the detailed results obtained from Experiment 1 concerning the four non-dominated solutions, such as the type of bracing system...
This is because most of the available models tend to ignore key influencing parameters such as beam and column geometry, concrete and steel material properties, longitudinal and transverse reinforcement and column axial loads. In [19], seismic tests on reinforced concrete beam–column joint sub-...