转换梁应作为偏心受拉构件，同时要考虑剪力墙参与工作部分。
The results show that the beam can be an eccentric tension member, meanwhile the performance of shear wall must be considered.
最近恨据国内后来陆续进行的100多根短柱和长柱，以及70根偏心受拉构件的试验资料，对原建议公式中的某些系数略作了调整。
According to the test data of more than 100 short and long columns and 70 eccentrically loaded tension members, some coefficients in the proposed formulas were modified slightly.
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