1) implicit integration method
Newmark-β算法
2) Newmark-β method
Newmark-β法
1.
Based on the wind pressure data synchronous measured from wind tunnel tests,the peak vertical displacement responses of nodes on a single-layer spherical latticed shell structures were calculated by Newmark-β method in the time domain,complete quadratic combination(CQC) method and square root sum of square(SRSS) method in the frequency domain respectively.
根据风洞试验同步测量的风压数据,分别采用时域Newmark-β法、频域完全二次型组合法以及平方总和开方法计算单层球面网壳结构的节点峰值竖向位移响应,对3种方法的计算精度、计算时间等进行了比较;并且给出了一种离散荷载时间序列的新途径,即应用本征正交分解技术将脉动风荷载分解为空间协方差模态和主坐标,对主坐标时间序列利用三次样条插值函数离散成新的风荷载时间序列。
2.
The time-domain analysis for the forced vibration of circular arches with variable cross-section is studied by the combination of transfer matrix method and Newmark-β method.
将传递矩阵法与Newmark-β法相结合，研究了变截面圆拱强迫振动的时程计算问题。
3.
The result calculated by the precise integration method in different time steps is compared with the result calculated by Wilson-θ method and Newmark-β method.
对于拟粘滞摩擦耗能系统响应的计算,我们一般采用Wil-son-θ法和Newmark-β法,但存在误差大,对时间步长要求严格的缺点,笔者将精细积分法引入拟粘滞摩擦耗能系统响应的计算中,并将在不同时间步长下的计算结果与用传统的Wilson-θ法和New-mark-β法的计算结果加以比较,得出在相同时间步长下,引入精细积分法的计算精度较高,且在较大时间步长下,该种方法仍能保持较好精度的结论。
3) newmark algorithm
Newmark算法
4) Newmark-βnumerical integral method
Newmark-β数值积分法
5) Newmark method
Newmark法
1.
Analysis of effects about the solution to revolving slightness beam with Newmark method;
用Newmark法求解旋转细长梁的影响因素分析
2.
An algorithm,considering Zhang-Shimizu method and Newmark method together,by which the singularity of the Riemann-Liouville fractional derivative with quadratic nonlinearity functional can be solved,was deduced.
本文结合Zhang-Shimizu法与Newmark法,解决了二次非线性的Riemann-Liouville分数导数中奇异性问题,从而得到了非线性分数微积分求解的单步数值积分算法。
3.
The displacements of two selected international landslide cases are calculated by two-dimensional program of UDEC and Newmark method,respectively.
应用二维离散元程序UDEC计算了地震荷载作用下边坡的位移,并将计算结果与Newmark法计算结果及震后现场实测值进行了对比。
6) Newmark-βtime-history analysis
Newmark-β时程反应方法
补充资料：[3-(aminosulfonyl)-4-chloro-N-(2.3-dihydro-2-methyl-1H-indol-1-yl)benzamide]
分子式：C16H16ClN3O3S
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
分子量：365.5
CAS号：26807-65-8
性质：暂无
制备方法：暂无
用途：用于轻、中度原发性高血压。
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