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本文研究了成都岷山饭店连接大小筒体的联梁及只有半数柱子落地的框架的托梁受竖向地震作用的影响,发现联梁和托梁都有足够的强度经受7度烈度的竖向地震作用,与规范的规定符合。
This paper studies the influence of vertical earthquake on the girder connecting the large and small cylinders of the Daishan Hotel in Chengdu and the frame where only half of the pillars were placed. It was found that both the girder and the joist are strong enough to withstand a vertical intensity of 7 degrees. The earthquake action complies with the regulations.