1) formation mechanism
强震密集带
1.
Based on the historical and instrument-recorded seismic data, this paper discussed the distribution features of time, space and intensity of the macroseismicity (M ≥5) in Gansu Province and the formation mechanism of Huining-Wudu macroseismic zone.
本文根据我省有史以来的地震记录资料讨论了我省强震(M_S≥5)活动的时、空、强分布特征及会宁—武都强震密集带的形成机理。
2) severe earthquake
强震
1.
Dynamic strength fracture of reticular shells under severe earthquakes;
强震作用下球面网壳动力强度破坏研究
2.
With a finite element software ANSYS, the dynamic response of reticular shells under severe earthquake excitation was investigated, in which geometric non-linearity and material non-linearity were all taken into account.
借助Ansys有限元软件,对一单层双曲抛物面网壳在地震作用下的动力稳定性进行了研究,在考虑结构的几何非线性和材料非线性的前提下,对在强震下结构关键节点位移随地震加速度峰值的变化情况进行了跟踪,获得了对其塑性发展情况的认识,同时分析了不同地震波对结构动力稳定性的影响。
3.
At tresent,there is no seismic design code for long span and high pier continuing girder bridges,especially under severe earthquake.
以国外某大桥为例,建立了全桥的动力分析模型,计算了结构的动力特性和地震响应,针对大桥在强震作用下主梁位移反应过大以及对支座抗剪要求过高的特点,讨论了采用粘滞阻尼器和双曲面球型减隔震支座的减隔震效果,研究结果表明这些措施是有效的,可为同类大跨高墩连续梁桥的抗震设计提供参考。
3) strong earthquake
强震
1.
Probability assessment of land use suitability with ground surface ruptures induced by strong earthquakes;
强震地面断裂时土地利用适宜性的概率评估
2.
Research on control measures of transverse joint deformation of the Xiaowan Arch Dam under the action of strong earthquakes;
强震作用下小湾拱坝横缝变形控制研究
3.
Response of transportation tunnels due to strong earthquake;
强震作用下交通隧道的拟静态反应
4) strong earthquakes
强震
1.
Study on the relation of solar activity and strong earthquakes occurred in North China;
太阳活动与华北强震关系的分析
2.
Based on the study of Akio Yoshida etc,taking North China(30°~42°N,109°~125°E)as the sample area to study the relationship between the space-time distributions of moderate and strong earthquakes in Chinese mainland.
基于AkioYoshida等人的研究思路 ,以大华北地区 (30°~ 4 2°N ,10 9°~ 12 5°E)为例 ,来探讨我国大陆区域强震和中等地震时空分布之间的联系。
3.
Strong earthquakes correlate closely with lunar phases in North China and its seismic belts.
华北地区及其地震带的强震活动与月相密切相关。
5) strong ground motion zone
强震区
1.
A shaking table test is done to study the effect of shock absorbing layer of the portal part of tunnel in strong ground motion zone.
为了研究强震区隧道洞口段设置减震层的减震效果,对隧道结构进行了振动台模型试验。
6) strong ground motion
强震作用
1.
The failure mechanism of single-layer spherical Schwedler latticed shell under strong ground motions was studied through dynamic time history analysis of the whole-process, with which a perfect and an initially imperfect latticed shell with 40m span were considered.
对Schwedler单层球面网壳结构进行了强震作用下的动力全过程分析,研究了结构的失效机理。
参考词条
补充资料:板带轧制速度规程(见板带轧制规程设计)
板带轧制速度规程(见板带轧制规程设计)
speed schedule for plate and strip rolling
bandai zhazhi sudu guieheng板带轧制速度规程(speed seheduxe fo:plateand strip rolling)见板带札制规程设计。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。