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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.
Based on the results of quasi-dynamic shear tests on stone masonry for many years, this paper proposes formulas for calculation of seismic shear strength of stone masonry and proposes the theory of fuzzy seismic reliability for stone masonry structures for the first time.