摘要
通过整体预应力板(梁)柱体系模型模拟振动台抗震性能实验研究,介绍了试验研究所得出的主要结论,并在此基础上对该体系的抗震性能做了评价。
On the basis of study on the shaking table model of column slab (beam) building assembled by monolithic prestressing, this paper introduces the main results of the test. It also gives out the evaluations on seismic performance of this kind of building system.
出处
《昆明理工大学学报（理工版）》
2003年第2期108-111,共4页
Journal of Kunming University of Science and Technology(Natural Science Edition)
基金
国家自然科学基金(项目编号:59868002)
