| 文克勒地基中细长压杆的临界力 |
| |
| 引用本文： | 舒克宇. 文克勒地基中细长压杆的临界力[J]. 湖南城市学院学报(自然科学版), 2001, 10(2): 1-3 |
| |
| 作者姓名： | 舒克宇 |
| |
| 作者单位： | 常德市建设委员会,质监站,湖南,常德,415000 |
| |
| 摘 要： | 我国沿海城市中已大量使用了超长桩．作者认为应对这种受轴压为主的细长杆的稳定问题予以足够的重视，并结合实例对两端铰支的文克勒地基中的细长杆的临界力进行了理论研究作者经检索未发现前人在这方面的工作． 关键词：
|
| 关 键 词： | 文克勒地基 压杆稳定 临界力 |
| 文章编号： | 1008-9608(2001)02-0001-03 |
| 修稿时间： | 2001-02-25 |
Critical Pressure of Slender Bar in Winkler Ground |
| |
| SHU Ke-yu. Critical Pressure of Slender Bar in Winkler Ground[J]. Journal of Hunan City University:Natural Science, 2001, 10(2): 1-3 |
| |
| Authors: | SHU Ke-yu |
| |
| Abstract: | Because of the large use of ultralong pile in the costal clues in China, the author considers that the stability of the slender bar should be paid enough attention to .In this paper, the critical pressure of simple supported slender bar which has been embedded in winkler ground has been studied and an example has been given. The preceedent work on this object hasn't been found by the author. |
| |
| Keywords: | winkler ground stabilty of compression bar critical pressuse |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
