1) transverse step load
横向阶跃载荷
2) step load
阶跃载荷
1.
Elastic-plastic dynamic response mechanism of a variablecross-section cantilever beam subjected to step load;
阶跃载荷作用下变截面悬臂梁的弹塑性响应模式
2.
Deformation mechanism and energy dissipation of an elastic-plastic cantilever beam subjected to step loading;
阶跃载荷作用下弹塑性悬臂梁的变形机制与能量耗散
3.
The thermal transient behaviour of the thrust bearing under a step load was studied by use of one-dimensional adiabatic thermal model.
用一维绝热模型研究了滑动推力轴承在阶跃载荷冲击下的热瞬态行为。
3) step load
阶跃荷载
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.
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 method to study the dynamic stability of frame structure by time-history analysis is discussed in this paper,and an example for a frame under step load is given.
讨论了利用时程分析研究动力稳定性的具体思路和分析方法,通过算例分析得到了阶跃荷载作用下框架结构动力稳定临界荷载,并研究了阻尼对动力稳定性临界荷载的影响规律。
4) lateral loads
横向载荷
1.
Study on deflection of rigid piles under lateral loads;
横向载荷作用下刚性桩变位规律研究
5) lateral load
横向荷载
1.
Stability of beams on modified Vlasov foundation subjected to lateral loads acting on the ends;
端部横向荷载作用下改进Vlasov地基上梁的稳定性
2.
Internal force and displacement analysis of DX pile under the action of lateral load;
横向荷载下DX桩的内力和位移分析
3.
Analysis and numerical modeling of pile-soil interface with lateral load;
横向荷载下桩土交界面的分析与数值模拟
6) transverse load
横向载荷
1.
The deck deformation was numerically analyzed under the influence of transverse load,longitudinal bending moment and both of them.
分别在横向载荷、总纵弯矩及二者共同作用等3种情形下,对舰船甲板的变形特性进行了计算。
补充资料:电量阶跃法
分子式:
CAS号:
性质:在开路情况下将很短的电流脉冲(如0.1~1μs,它只能引起双电层的充电)施加于电解池,要求脉冲有固定的电量,脉冲形状可不考虑。记录脉冲之后电极电势随时间的变化,这是在开路的条件下由充入的固定电量引起的电极反应,故可避免欧姆电阻及非法拉第电流的干扰。对电势响应进行解析,可求得电极反应的各种参数,该法的电极标准速率常k0值测定上限可达约0.4cm·s-1。
CAS号:
性质:在开路情况下将很短的电流脉冲(如0.1~1μs,它只能引起双电层的充电)施加于电解池,要求脉冲有固定的电量,脉冲形状可不考虑。记录脉冲之后电极电势随时间的变化,这是在开路的条件下由充入的固定电量引起的电极反应,故可避免欧姆电阻及非法拉第电流的干扰。对电势响应进行解析,可求得电极反应的各种参数,该法的电极标准速率常k0值测定上限可达约0.4cm·s-1。
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参考词条