| 往复荷载作用下横向承载桩的数值仿真分析 |
| |
| 引用本文： | 钟岱辉 张志刚. 往复荷载作用下横向承载桩的数值仿真分析[J]. 四川建筑科学研究, 2005, 31(5): 75-79 |
| |
| 作者姓名： | 钟岱辉 张志刚 |
| |
| 作者单位： | 山东建筑工程学院土木工程学院,山东济南250014 |
| |
| 摘 要： | 介绍了结构振动实验的方法、连续介质快速拉格朗日分析的基本原理及FLAC^3D提供的桩结构单元。针对土木工程中桩基础承受横向荷载的问题，阐述了根据FLAC^3D进行往复载荷作用下拟静力数值仿真实验的过程和方法。对往复循环荷载作用下横向承载桩进行了数值仿真计算，对分析结果及相关参数的取值进行了分析。
|
| 关 键 词： | 拟静力实验 横向承载桩 数值仿真 快速拉格朗日分析 |
| 文章编号： | 1008-1933（2005）05-0075-05 |
| 收稿时间： | 2004-09-08 |
| 修稿时间： | 2004-09-08 |
Numerical imitation analysis of the laterial-loade pile under the reciprocating load |
| |
| ZHONG Dai-hui, ZHANG Zhi-gang. Numerical imitation analysis of the laterial-loade pile under the reciprocating load[J]. Building Science Research of Sichuan, 2005, 31(5): 75-79 |
| |
| Authors: | ZHONG Dai-hui ZHANG Zhi-gang |
| |
| Affiliation: | Civil Engineering Department, Shandong Institute of Architectural and Civil Engineering, Jinan 250014, China |
| |
| Abstract: | This paper introduces the method of the structure vibration experiment, the basic principle on the fast lagrangian analysis of continua,and the pile structure element embedded in FLAC^3D. Based on FLAC^3D, expounds the method and procedure of the quasi-static numerical imitation under the reciprocating load. Supplies one numerical example, discusses the calculating results and the choosing method of the relational parameters in numerical imitation. |
| |
| Keywords: | quasi-static testing lateral-loaded pile numerical imitation fast lagrangian analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
