1) equivalent compressive element model
等效斜压杆模型
2) equivalent frame-diagonal strut
等效斜压杆
1.
Based on the study to stress performance analysis of single frame grid from Multi-ribbed Composite Slab (MRCS), this paper describes a new equivalent frame-diagonal strut model of analysis.
本文在对密肋复合墙板中单一框格受力分析的基础上，建立了密肋复合墙板的等效斜压杆分析模型。
3) Diagonal Compression Strut Model
斜压杆模型
4) model of rigid frame with diagonal strut
刚架-斜压杆模型
5) truss-diagonal compression member model theory
桁架-斜压杆模型
6) equivalent strip model
等效拉杆模型
1.
The effectiveness of equivalent strip model calculating the horizontal ultimate bearing capacity of multi-story steel plate shear walls(SPSW)by using the software SAP2000 to make Pushover analysis was demonstrated by comparing the simulated values with results from experimental studies performed by different researchers.
通过相关文献的钢板剪力墙试验数据验证了使用等效拉杆模型并利用SAP2000有限元软件进行Pushover分析计算多层钢板剪力墙水平极限承载力方法的正确性。
2.
The effect of number of strips on the modeled accuracy for steel plate shear walls(SPSW) was analyzed based on the equivalent strip model and experimental researches performed by different researchers.
基于等效拉杆模型和相关文献的钢板剪力墙试验数据分析了拉杆根数对钢板剪力墙有限元数值模拟结果精度的影响,建议每块剪力墙板用10根拉杆进行等效。
补充资料：等效
1.效用相同。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
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