摘要
基于多年来对料石砌体拟动力抗剪试验的结果,本文提出石砌体抗震抗剪设计强度计算公式,并首次提出石砌体结构模糊抗震可靠度理论.
In this paper, based on the results of quasi - dynamic Shearing tests, a calculating formula of shear - resistant strength is presented for the seismic design of stone masonry structures. It is the first time that a theary of fuzzy earthquake - resistant reliability of Stone masonry structure has been put forward.
出处
《土木工程学报》
EI
CSCD
北大核心
1998年第6期40-48,共9页
China Civil Engineering Journal
关键词
可靠性
模糊性
石结构
石砌体
结构抗震性能
reliability, randomness, fuzziness, earthquakes, stone masonry structure, aseis-mic design
