[1]李宗坤,周鸿钧.地基弹性和坝踵裂缝对重力坝动力特性的影响[J].郑州大学学报(工学版),1994,15(01):15-20.
　Li Zongkun,Hong Hongjun.The effects of foundation elasticity and dam crack on gravity dam dynamic characteristics[J].Journal of Zhengzhou University (Engineering Science),1994,15(01):15-20.
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地基弹性和坝踵裂缝对重力坝动力特性的影响()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
15卷
期数:
1994年01期
页码:
15-20
栏目:
出版日期:
1994-01-28

文章信息/Info

Title:
The effects of foundation elasticity and dam crack on gravity dam dynamic characteristics
作者:
李宗坤; 周鸿钧
郑州工学院水环系
Author(s):
Li Zongkun;  Hong Hongjun
Zhengzhou Institute of Technology Water Trail Department
关键词:
特解边界元; 动力特性
Keywords:
Special solution boundary element;  dynamic characteristics
文献标志码:
A
摘要:
本文采用特解边界元法，分析了地基弹性和重力坝坝踵水平裂缝对坝体自振特性的影响，并将特解边界元法推广应用到两个区域问题。所得结论为工程设计提供有价值的依据。
Abstract:
This article uses a special solution boundary meta -method, analyzes the effects of the horizontal cracks of the foundation of the foundation of the foundation of the foundation of the foundation of the foundation, and the promotion of the special definition method to the two regional problems. The conclusion provides a valuable basis for engineering design.

相似文献/References:

[1]李庆斌,周鸿钧,林皋,等.特解边界元法及其在若干问题中的应用[J].郑州大学学报(工学版),1990,11(01):1.
　Li Qingbin,Zhou Hongjun,Lin Yan,et al.Special solution boundary metaphysical method and its application in several issues[J].Journal of Zhengzhou University (Engineering Science),1990,11(01):1.

更新日期/Last Update: 1900-01-01