1) the most unfavorable dynamic load
最不利动荷载
1.
Through simultaneously considering geometric non-linear and material non-linear,the dynamic responses of single-layer spherical latticed shells subjected to harmonic loads and step loads were researched respectively,and the most unfavorable dynamic loads of the structure were analyzed.
同时考虑了几何非线性与材料非线性,分别对简谐荷载、阶跃荷载作用下的单层球面网壳进行了最不利动荷载分析:通过变换简谐荷载的频率和阶跃荷载的持时,明确了结构动力响应与其自振特性及荷载频谱特性之间的关系,确定了何种条件下的荷载为结构最不利动荷载。
2) the most unfavorable load
最不利荷载
1.
This paper mainly focuses on dynamic response analysis of single-layer spherical shells subjected to harmonic loads, step loads and earthquake excitation, thereafter some important conclusions are drawn, such as those about the most unfavorable loads, the collapse type and the failure mechanism.
本文以跨度40m、50m、矢跨比为1/5、1/7四种K8型单层球面网壳结构为例,同时考虑几何非线性与材料非线性,对网壳结构进行了简谐荷载、阶跃荷载及地震作用下的结构最不利荷载分析。
3) the worst load orientation
最不利荷载方向
1.
On the basis of calculation results,the factors influencing the worst load orientation are analyzed and load orientation of the least curvature ductility of three kinds of sections is presented.
在此基础上,分析了影响不等肢异形柱截面延性最不利荷载方向的因素,并得出了这3种截面不等肢异形柱在上述工况下的截面延性最不利荷载方向。
5) the worst loaded angle
最不利荷载角
1.
Study the worst loaded angle of RC T-shaped columns with thick leg;
厚壁T形柱最不利荷载角的确定
6) The most unfavourable distribution under loading
荷载最不利分布
补充资料：因水火风动故地动
【因水火风动故地动】
经云：此阎浮提地，南北阔二万一千由旬，东西阔七千由旬，厚六万八千由旬。地下有水，厚八万四千由旬。水下有火，厚八万四千由旬。火下有风，厚六万八千由旬。风下有金刚轮，过去诸佛舍利，咸在其中。或有时大风忽动，火亦随动。火既动已，水复随动。水既动已，地即随动。故云因水火风动故地动。（梵语阎浮提，华言胜金洲。梵语由旬，华言限量，或四十里，或六十、八十里也。）
经云：此阎浮提地，南北阔二万一千由旬，东西阔七千由旬，厚六万八千由旬。地下有水，厚八万四千由旬。水下有火，厚八万四千由旬。火下有风，厚六万八千由旬。风下有金刚轮，过去诸佛舍利，咸在其中。或有时大风忽动，火亦随动。火既动已，水复随动。水既动已，地即随动。故云因水火风动故地动。（梵语阎浮提，华言胜金洲。梵语由旬，华言限量，或四十里，或六十、八十里也。）
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