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前文公式(10),系用单跨对称刚架代替多跨不对称刚架所得,此时由于C=0.5,故有上式代替剪力墙的传播系数C_D,若用原结构同层墙C的算术平均值,则式(10_b)与(10_a)相差不多。
The former formula (10) is obtained by replacing the multi-span asymmetrical rigid frame with a single-span rigid frame. At this time, because C=0.5, there is an upper type that replaces the propagation coefficient C_D of the shear wall. If the original structure uses the same wall C The arithmetic mean of equation (10_b) is similar to (10_a).