1) force method
力法解
2) force method
力法
1.
A force method for the solution of structure stiffness of an interdigital microaccelerometer;
叉指式微结构加速度传感器刚度的力法求解
2.
The finite element formulation of generalized inverse matrix force method,or so-called large increment method (LIM) for material nonlinearity problems is proposed.
广义逆(generalized inverse matrix,GIM)力法是一种从经典力法的求解思路中引发而出的基于力法和广义逆矩阵理论的一种新的迭代解法,对于求解材料非线性问题具有其独特的特点和优势。
3.
The force method was adopted to construct the relationship between bending moment at possible peril point and millstone gap.
将坚果与碾盘的相互作用简化为带有固定端约束的圆环（半径为Ｒ），采用力法建立了可能危险截面上的弯矩与磨盘间距的关系。
3) high gravity method
超重力法
1.
Preparation of nano zinc oxide by high gravity method and its characterization and applications;
超重力法纳米氧化锌的制备表征及其应用
4) Pseudo-static method
拟静力法
1.
Improvement of pseudo-static method for slope stability analysis;
拟静力法边坡稳定分析的改进
2.
Comparison of the actual behavior resulting from the testes and those from the pseudo-static method and rigidity-reduction method indicates that the dynamic p-y curves from the tests and f.
将试验得到的实际p-y曲线与采用拟静力法和以API规范为基础的折减系数法计算出的p-y曲线进行对比,结果表明:(1)液化土层中试验得到的桩真实p-y响应及由拟静力法和折减系数法得到的结果都呈非线性变化,三者极限状态有接近一致的趋势,但变化过程差异明显;(2)采用拟静力法和折减系数法都会使液化土层桩基础侧向反力迅速增长,很快达到屈服极限,远远超过实际情况,会导致相当保守的结果;(3)液化进程中控制桩p-y响应的是土体位移而非惯性力,因而拟静力法和折减系数法的原理不适合桩-液化土体动力相互作用分析,不能用于液化土层中桩基础地震响应的计算。
3.
Based on the pseudo-static method,the reinforcement measures of anti-slide piles and their combination with anchor bolt frames were investigated with centrifuge model tests and numerical simulation in order to probe into the failure mechanism of deposit-on-slope reinforcement under an earthquake.
为探讨地震作用下斜坡堆积体的加固破坏机理,基于拟静力法理论,采用土工离心模型试验技术和数值模拟方法,对采用抗滑桩、抗滑桩联合锚杆框架2种加固措施进行了对比分析。
5) wallop method
冲击力法
6) High gravity technology
超重力法
1.
Properties of cephradine produced by high gravity technology;
超重力法制备超细头孢拉定抗生素药物及其特性
参考词条
补充资料：解卷力
分子式：
CAS号：
性质：压敏胶黏带或胶黏片在一定条件下从卷筒上解开所需要的力。
CAS号：
性质：压敏胶黏带或胶黏片在一定条件下从卷筒上解开所需要的力。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。