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通过计算分析比较,针对现行规范GBJ10-89中适用于环形截面偏心受压构件的设计计算 公式,对高强混凝土的适用性进行了讨论,并给出了有关简化设计建议。
Through calculation and analysis, the design formulas of eccentric compression members with annular cross section in GBJ10-89 are used to discuss the applicability of HSC, and some suggestions on simplification of design are given.