欢迎您！东篱公司
退出
-
申报数据库
-
立项数据库
-
成果数据库
-
项目获奖数据库
中文摘要：
为了提高地震作用下结构与土相互作用体系分析效率，对应用Ritz向量法求解SSI体系地基子结构主模态及进行地震反应计算的适用性与有效性进行了分析研究．根据地基土主模态分布较为分散的特点，考察外部动荷栽的空间分布与地基自身振动特性的对应关系，滤除对地基振动贡献较小的低阶振型．算例分析结果表明，Ritz向量法自振特性计算效率较传统模态向量有明显提高，同等动力反应分析精度条件下截取的模态数量仅为后者的1／7，大大降低了地基子结构的计算规模，该方法应用于地基土的主模态分析十分有效．
英文摘要：
In order to improve the computational efficiency of dynamic analysis of structure-soil interaction system, the application of Ritz vectors in the modal analysis and seismic analysis of foundation sub-structure is comprehen- sively analyzed in this paper. As a replacement of traditional modal vectors, Ritz vectors may automatically filter the lower-ranking modals of negligible contribution to the foundation vibration by taking the spatial distribution of exter- nal loading into consideration. The results of sample analysis indicate that Ritz vectors can notably boost the solution efficiency of natural frequencies. The amount of Ritz vectors employed in the calculation is only 1/7 of that of tradi- tional modal vectors with the same accuracy, which is very helpful to the reduction of computational scale of sub- structure matrixes. The efficiency of Ritz vectors in the solution of foundation modals is proved by trail and error.
同期刊论文项目
同项目期刊论文
An improved tie force method for progressive collapse resistance design of reinforced concrete frame
Evaluation of collapse resistance of RC frame structures for Chinese schools in seismic design categ
Lessons from the collapse of typical RC frames in Xuankou School during the great Wenchuan Earthquak
Stochastic response of vibro-impact Duffing oscillators under externa land parametric Gaussian white
期刊信息
位置：