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试问，下列一些主张中何项不符合现行国家规范、规程的有关规定或力学计算原理? (A)带转换层的高层建筑钢筋混凝土结构，抗震设计时，7度(0.159)，其跨度大于8m的转换构件尚应考虑竖向地震作用的影响 (B)钢筋混凝土高层建筑结构，在水平力作用下，只要结构的弹性等效抗侧刚度和重力荷载之间的关系满足一定的限制，可不考虑重力效应的不利影响 (C)高层建筑的水平力是设计的主要因素，随着高度的增加，一般可以认为轴力与高度成正比；水平力所产生的弯矩与高度的二次方成正比；水平力产生的侧向顶点位移与高度的三次方成正比 (D)建筑结构抗震设计，不宜将某一部分构件超强，否则可能造成构件的相对薄弱部位
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