摘要
本文在文献的以往研究成果的基础上,通过桩的室内模拟试验和三十多个现场桩基动力试验资料的分析研究,对桩的竖向动力反应,提出了更为合理和实用的计算方法。
Based on the previous investigation result presented in ref. [ 8 ] and through the analysis of the data from simulating test of pile in laboratory as well as from the dynamic tests of more than 30 pile foundations in field, a more rational and practical method for predicting the vertical dynamic response of piles is suggested in this paper.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1989年第3期41-51,共11页
Journal of Building Structures