首页 | 本学科首页   官方微博 | 高级检索  
     检索      

群桩弯曲粘弹性动力分析的LAPLACE数值反演法
引用本文:吴健生,郑建军.群桩弯曲粘弹性动力分析的LAPLACE数值反演法[J].天津大学学报(自然科学与工程技术版),1992(4):1-8.
作者姓名:吴健生  郑建军
作者单位:天津大学 (吴健生),大连理工大学(郑建军)
摘    要:应用拉普拉斯数值反演法分析了群桩弯曲粘弹性动力反应。在拉普拉斯空间获得单桩和两桩体系弯曲粘弹性振动的正确解。根据桩间两两相互作用关系给出了群桩弯曲粘弹性动力分析的桩头柔度矩阵。最后应用拉普拉斯数值反演技术得到时间域的解。本文计算结果对群桩弯曲振动分析中所作的假设进行了验证并对群桩的弹性解和粘弹性解作了比较。

关 键 词:群桩  弯曲  粘弹性  拉氏数值反演

LAPLACE NUMERICAL INVERSION METHOD FOR BENDING VISCOELASTIC DYNAMIC ANALYSIS OF PILE GROUP
Wu Jiansheng.LAPLACE NUMERICAL INVERSION METHOD FOR BENDING VISCOELASTIC DYNAMIC ANALYSIS OF PILE GROUP[J].Journal of Tianjin University(Science and Technology),1992(4):1-8.
Authors:Wu Jiansheng
Institution:Wu Jiansheng (Tianjin University) Zheng Jianjun (Dalian University of Technology)
Abstract:In this paper, the bending viscoelastic dynamic responses of pile groups are analysed by Laplace numerical inversion method. The exact solutions of bendiog viscoelastic vibrations of the single pile and two-pile systems are obtained in Laplace space. According to the interaction between every two piles, the pile-head flexible matrix of the bending viscoelastic dynamic analysis of pile groups is given. Finally, by applying Laplace numerical inversion technique the solutions in time domain can be obtained. The assumptions made in the bending vibration analysis of pile groups are examined and the elastic solutions and viscoelastic solutions of pile groups are compared by calculation results in this paper.
Keywords:pile group  bending viscoelastic dynamic analysis  Laplace numerical inversion
本文献已被 CNKI 维普 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号