摘要
本文首次将模拟地基的映射动力无穷元与有限元耦合模型应用于框剪结构-地基系统的动力相互作用分析中.分析了E_g/E_s,H/L等参数对上述动力耦合系统相互作用的影响,得出了一些有益的结论.
The distinguishing features of the subject of this thesis are that the structure is a finite domain and the foundation is an infinite domain. The more rational numerical model for dynamic interaction problem of 2-D frame-shear wail structure and foundation system is presented. For the first time, the infinite element method was used to analyze the problem of coupling vibriation of 2-D frame-shear wall structure and foundation. Two coupling elements were provided to deal with the problem of the element linking between structure and foundation by means of applying the transitional beam element and between frame and shear wall applying the primary and secondary node in ordor that finite element analysis of frame-shear wall structure would be more realistic and reasonable. On foundations of various stiffnesses, the natural virbration characteristics of 4-10 storeyed frame-shear wall structure-foundation system were e valuated at carrying harmonic in the top. An important result of dynamic interaction s effect has been achieved through analysing main parameters such as Young's modulus ration of foundation with structure and heigh-span ratio of frame shear wall.
出处
《建筑结构》
CSCD
北大核心
1997年第11期40-44,共5页
Building Structure
关键词
土动力学
框剪结构
地基
耦合
动力相互作用
dynamic infinite element
finite element
coupling
dynamic interaction
frame-shear will
foundation
