摘要
本文以现行地基基础设计规范的有关规定和条件为依据,提出了在房屋设计中,计算偏心受压基础时,对一个单向和双向偏心受压独立基础的直接计算方法。通过实践,证明了这种方法可以减少设计重复计算的工作量,同时增加了设计的准确性和可靠性,以至求得一个合理的基础底面尺寸,达到较好的经济效果,满足房屋设计的质量和经济的要求。
On the basis of stipulations and conditions of current foundation designing standard,this paper puts for ward a direct method of Computation of one-way and two-way eccentric pressure on foundation in designing nouses in calculating eccentric pressure. It has been proved through practice that this method can reduce repeated computations in designing, meanwhile increase its accuracy and reliability so as to attaina reasonable foundation size, this achieving better economical results and meeting both in quality and in economy the need of house designing.
出处
《天津商学院学报》
1991年第1期29-33,共5页
Journal of Tianjin University of Commerce
