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中文摘要：
对对称配置高强钢筋矩形截面混凝土偏心受压柱的配筋计算进行了简化,利用该简化计算方法给出了对称配置高强钢筋矩形截面混凝土偏心受压柱在不同混凝土强度等级、钢筋强度等级下,同时适用于大、小偏心受压构件的计算表格.经验证,利用该表格简化计算出的配筋与按现行规范得出的配筋基本接近,可用于实际工程的简化计算.
英文摘要：
Reinforcement calculation of rectangle sectional eccentric compressive concrete columns reinforced with symmetric high strength steel bars was simplified. The table of design formed by the calculating way can be used for different ranks of reinforced concrete and various kinds of steel bars was given. And it is also suitable for large and small eccentric compression. It is verified that the reinforcement calculates by simplified calculation was closer to the value calculate by current concrete design code, so it could be used in practice.
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