Issue 66

A. J. Abdulridha, Frattura ed Integrità Strutturale, 66 (2023) 273-296; DOI: 10.3221/IGF-ESIS.66.17

Figure 16: Comparison of time hysteresis of base shear for different cases of the 6-story buildings with X-brace section of W6x16 at corner position.

Figure 17: Comparison of time hysteresis of base shear for different cases of the 9-story buildings with X-brace section of W6x16 at corner position.

Figure 18: Comparison of time hysteresis of base shear for different cases of the 12-story buildings with X-brace section of W6x16 at corner position.

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