Page 113 - JCAU-7-3
P. 113
Journal of Chinese
Architecture and Urbanism Seismic performance of reinforced SSPWs
A B
C D
Figure 18. Frame capacity curves for models featuring (A) 0, (B) 2, (C) 3, and (D) 4 horizontal circular stiffeners
Source: Graphs by the authors.
A B
C D
Figure 19. Frame hysteresis loops for models featuring (A) 0, (B) 2, (C) 3, and (D) 4 horizontal circular stiffeners
Source: Graphs by the authors.
Volume 7 Issue 3 (2025) 11 https://doi.org/10.36922/jcau.5781
