Study on Seismic Performance of Connecting Prefabricated Coupling Beam and Shear Wall with Equivalent Bars

Figure 14

Load-displacement curves. (a) DCC1 and DCC9. (b) DCC2 and DCC10. (c) Equivalent area ratio as a variable. (d) Grouting strength as a variable. (e) Assembly area length as a variable.

(a)

(b)

(c)

(d)

(e)