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框架剪力墙结构怎么设计？求大神解答

框架剪力墙结构怎么设计？求大神解答

浏览：35次 | 提问时间： 07-16 05:51

浪涌电流是什么？怎么计算？计算方法是什么？原理是什么？

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想陪你朝暮 07-16 05:51

框架-剪力墙结构也称框剪结构，这种结构是在框架结构中布置一定数量的剪力墙，构成灵活自由的使用空间，满足不同建筑功能的要求，同样又有足够的剪力墙，有相当大的刚度，框剪结构的受力特点，是由框架和剪力墙结构两种不同的抗侧力结构组成的新的受力形式，它的框架不同于纯框架结构中的框架，剪力墙在框剪结构中也不同于剪力墙结构中的剪力墙。由于，在下部楼层，剪力墙的位移较小，它拉着框架按弯曲型曲线变形，剪力墙承受大部分水平力，上部楼层则相反，剪力墙位移越来越大，有外侧的趋势，而框架则有内收的趋势，框架拉剪力墙按剪切型曲线变形，框架除了负担外荷载产生的水平力外，还额外负担了把剪力拉回来的附加水平力，剪力墙不但不承受荷载产生的水平力，还由于给框架一个附加水平力而承受负剪力，，上部楼层即使外荷载产生的楼层剪力很小，框架中也出现相当大的剪力。

装了又装 07-16 06:00

框架剪力墙缺点主要有以下两个：一是剪力墙间距不能太大，平面布置不灵活，不能满足公共建筑的使用要求；二是结构自重往往较大，造成建材用量增加，地震力增大，使上部结构和基础设计困难。期望对您有用

孤橘 07-16 06:08

框架结构的“框架”是由梁与柱构成的，是绝对不能拆的。除了框架结构的剪力墙外的“填充墙”按理论上说是都能拆除的。至于现场怎么判断是要有一定的专业知识的，建议你还是看原来的平面图（其中涂黑的部分应该就是“剪力墙”）

Pars巴黎 07-16 06:16

框架剪力墙其实属于框架结构，它中的剪力墙其实已经完全不是纯的剪力墙了，正如一楼说的那样。

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