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一、前言弹性地基上结构物的地基反力,如假定为直线分布,其成果很不可靠;如假定基础梁属文克尔型梁,除极少数情况外(当地基的可压缩层很薄时),往往与实际情况有较大出入。新的计算理论是视地基为一连
I. INTRODUCTION The foundation reaction force of structural objects on elastic foundations is assumed to be linear distribution. The results are unreliable; assuming that the underlying beam is a Winkler beam, except in rare cases (the compressible layer of the local foundation is very thin When), often with a greater difference between the actual situation. The new calculation theory is based on a continuous view of the ground