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本文对已知荷载下具有对称配筋的大、小偏心钢筋混凝土受压柱进行结构优化设计，并与传统设计方法比较，表明可获得明显的效益。
In this paper, the structure optimization design of large and small eccentric reinforced concrete compression columns with symmetrical reinforcement under known loads is compared with the traditional design method, which shows that obvious benefits can be obtained.