【摘要】 通过振动台实验和三维有限元分析两种方法, 对整体预应力板(梁)柱体系模型进行抗震性能研究, 介绍了两种方法所得出的主要结论, 并进行了比较, 在此基础上对该体系的抗震性能做出了评价.更多还原

【Abstract】 On the basis of shaking table study and three dimensional solid finite element, a study on the seismicperformance of column slab (beam) building assembled by monolithic prestressing model is made, The mainresults obtained by two methods mentioned above are introduced and a comparison is made. The evaluations onanti-earthquake properties of this kind of building system is also provided.更多还原