基础提离、滑移对结构地震反应影响的探讨

Study on the Effects of Base Uplifting and Sliding on Earthquake Responses of Structures

采用分布参数法对土-单自由度结构相互作用体系的基础提离、滑移对其地震反应影响作了较详尽的探讨．此外，对基础提离与滑移之间的相互影响也作了讨论．

In this paper the effects of base uplifting and sliding on carthquakeresponses of a soil-SDOF structure interaction system are studied in detail byusing the method of distributed parameter. Besides, the mutual effects betweenbase uplifting and sliding are also discussed.