防震缝净宽度原则上应大于两侧结构允许的地震水平位移之和。按照规范第二款规定为“应”而第三款规定为“可”。个人认为同时符合第二款和第三款，应该采用第二款！

顶贴

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防震缝规定的数值应是第二款的二倍。

请看前提条件，一个不同类型，一个是同类型不同高度

也就是说高一点做框架结构，矮一点的做框剪或者剪力墙结构？请问，你这么干过？

很简单，容易处理，高低层什么结构，最不利处理

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这个不是很详细了 你的疑问在哪？

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