1) modified two curved-surface model
修正双曲面模型
1.
Regarded steel bridge piers with box sections as numerical analysis object,using a modified two curved-surface model,the isotropic hardening model and kinematic hardening model,the hysteretic behaviors of steel bridge piers under positive and negative cyclic load were analyzed.
以箱形截面钢桥墩作为数值分析对象,分别使用修正双曲面模型、等向强化模型和随动强化模型预测钢桥墩在正负交替荷载作用下的滞回性能;并通过计算与试验结果的对比,探讨了这3种钢材本构模型的各自预测精度和适用范围。
2) positive hyperbolic model
正双曲模型
4) modified surfaces
修正曲面
5) double-layer model updating
双层模型修正
1.
In order to establish the relationship between the measured dynamic response and the health status of long-span bridges,a double-layer model updating method for steel-concrete composite beam cable-stayed bridges is proposed.
为了建立实测动响应和桥梁健康状况的实质性联系,提出用双层模型修正方法修正叠合梁斜拉桥理论计算模型。
6) modified two-scale model
修正双尺度模型
1.
Application of modified two-scale model for scattering from non-Gaussian sea surface;
修正双尺度模型在非高斯海面散射中的应用
补充资料：双叶双曲面
双叶双曲面
two-sheet hyperboloid
r皿ep60”OH口l 见双曲面(11yperboloid)双叶双曲面〔two一叙eth押材加loid;皿。yno月ocTn曰丽
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条