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On the performance of steel-concrete composite (sc) modular structures for seismic and accident thermal conditions

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Figure

Figure 1 - Load-Deformation Comparison of Specimens No. 2 and No. 5 from Kitajima et al
Figure 2 – Initial shear stiffness responses of S200NN-S200TH and S400NN-S400TH
Figure 4 –Load–Displacement Responses of 3D Shell-solid and LCS Analyses Results
Figure 5 – Thru-Depth Temperature Gradients from Heat Transfer Analysis Results at 3 Hours of Heating
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