Compared the distribution coefficient of three models in the bank frame on the clash load to commend cost of discipline, the longitudinal rigidity is thought to influence the transmission on the clash load in the wharf design.
分析比较撞击荷载在三种模型各排架中的分配系数与规范推荐值的差别,认为在内河大水位差码头设计中,纵撑构件对码头水平荷载的传递机理影响甚大。
参考来源 - 大水位差架空直立式框架码头结构水平承载破坏模式研究·2,447,543篇论文数据,部分数据来源于NoteExpress
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