side span support

基本解释

Through using simple support long span pre-stressed beam installed neoprene bearing pad, torsion of the side beam and the excessive eccentric compression of column have been solved.
通过采用梁下设置橡胶支座的简支大跨度预应力梁，解决了边梁的扭转和柱的大偏压问题。
Calculation formula of side support reaction and deflection in the mid-span of beams subjected to fire were obtained by fitting curves of experimental data considering each key factor.
基于试验结果，拟合出了考虑各关键参数影响的火灾下两跨连续梁边支座反力与梁跨中变形的计算公式。