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(一)引言高层厂房中,常采用交叉空间梁组成的基础(一般正交,斜交亦可),它的计算方法是按弹性理论中基床系数(k)假说进行,并假定交点为铰接。按基床系数假说计算时,沉陷公式为:
(I) INTRODUCTION In high-rise buildings, the foundation of cross-space beams (commonly orthogonal, skewed) can be used. Its calculation method is based on the hypothesis of subbed coefficient (k) in elastic theory, and it is assumed that the intersection is articulated. . When calculating by the bed-bed coefficient hypothesis, the subsidence formula is: