陶粒自保温结构体系抗震性能研究

摘要

The paper selects the typical residential building in Ningbo,compares the structural foundations,the natural vibration period,the seismic reactivity power,the floor shearing caused by earthquake power,the displacement angle of maximum floors,and the displacement of floors between the ceramisite self heat-insulation structural system and common concrete structural system by adopting SATWE in PKPM software,and points out some beneficial conclusions.%选取宁波一典型居住建筑,用PKPM软件中的SATWE对陶粒自保温结构体系与普通混凝土结构体系,在建筑构件尺寸不变的情况下,比较结构基础,自振周期,地震反应力,地震力引起的楼层剪力、最大层间位移角、楼层位移,并得出一些有益的结论。