1) Base moment
基底力矩
2) overturning moment at base
基底的倾倒力矩
3) basebottom bend
基底弯矩
4) basis matrix
基[底]矩阵
5) base moment spectra
基底弯矩谱
1.
Meanwhile,the peak of the base moment spectra obtained from high-frequency-force-balance tests on the building is also significant at the frequency near which the vortex was shedding.
在高频天平测力试验得到的基底弯矩谱上同样可以看到在涡脱频率附近的显著峰值。
6) base shear
基底剪力
1.
To meet the need of executing domestic and oversea projects,based on the PRC code GB50011—2002 and American code UBC97 regulations,the seismic base shear of structures under the different soil classifications and seismic accelerations is compared.
为满足完成国内合资及海外项目工程的需要,依据国标抗震规范GB50011—2002和美标UBC97规定的地震作用静力计算法,比较了结构在多种场地类型和地震烈度下的基底剪力计算结果。
2.
Firstly, on the basis of introducing existing seismic design method of isolation system, influence of various factors of the hysteretic-friction isolation system on the base shear is analyzed.
首先,在简述已有隔震体系抗震设计方法的基础上,分析了滞变-摩擦隔震体系各种因素对基底剪力的影响;然后,通过大量仿真分析,采用多项式回归的方法提出了与规范衔接的水平地震作用的计算公式;最后,提出了梯队式变刚度滞变-摩擦隔震体系的抗震设计方法,并通过工程实例验证了方法的有效性。
3.
Energy dissipation than the traditional anti - seismic technology methods have the advantage, The fluid viscous damper have damping effect and application of a more extensive; In this paper, a 6 - storey frame structure using viscous dampers for energy dissipation design, The results show that the viscous damper control structure for the story drift , base shear have good results.
消能减震技术比传统的抗震方法有较大的优势,其中粘滞阻尼器具有很好的减震效果,应用较为广泛;对某6层框架结构采用粘滞阻尼器进行消能减震设计,计算结果表明粘滞阻尼器对于控制结构层间位移角,基底剪力均有较好的效果。
补充资料：纯轧力矩(见轧制力矩)
纯轧力矩(见轧制力矩)
net rolling torque
ehunzha iiju纯轧力矩(net rolling torque)见轧制力矩。
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