本文按照极限状态的设计方法，提出了砌体（柱）在双向偏心压力作用下的计算公式。
This paper suggests a calculation formula for eccentrically loaded brickwork or column with biaxial bending in terms of ultimate strength design method.
跨室间隔压力差与左室舒张末偏心指数呈显著负相关。
The diastolic transseptal pressure gradient correlated inversely with the eccentric index.
文中还介绍了钢骨混凝土柱偏心距增大系数和轴压力限值的计算。
Besides, the eccentricity magnifying coefficient and the axial load limit for steel reinforced concrete column were also introduced.
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