摘要
研究了考虑弹性支撑的厚板转换层工程实用计算方法 ,并与刚性支撑计算结果进行了比较。结果表明 ,考虑弹性支撑的厚板转换层中的计算内力变化较缓 ,峰值较小。由此编制的计算程序已应用于实际工程。
This paper deals with practical methods of calculation for transformation story with thick plate in consideration of elastic support, and has compared the calculated outputs with the results of rigid support. The calculated results show that internal forces in thick plate with elastic support are changed slower and peak values are smaller. Using this method, the calculation programs developed have been applied to the practical engineering. [
出处
《建筑科学》
2000年第5期24-26,42,共4页
Building Science
基金
中国建筑科学研究院应用研究基金
关键词
弹性支撑
厚板转换层
计算程序
高层建筑
elastic support
transformation story with thick plate
calculation program