摘要
文中对叠层钢板橡胶垫隔震支座的抗压稳定性和强度验算方法进行了分析，并结合工程实例比较了常用计算公式的差异，指出了尚待改进的方向。文中得出的结果可供工程应用，亦可作为进一步研究的基础。
The calculation method associated with stability in axial compression and bearing capacity of laminated rubber bearing is discussed in this paper.The discrepancy within buckling critical loads given by two popularly used formulas is compared by examples and the necessity of further research is pointed out.The results proposed in this paper can be used as a base either for further study or practical application in engineering project.
出处
《建筑科学》
1997年第6期13-19,共7页
Building Science
基金
国家"八五"科技攻关研究专题
