1) static gust load
静阵风荷载
3) static wind load
静风荷载
1.
Research of the dynamic behavior of long span suspension bridges under static wind load;
大跨度悬索桥在静风荷载下的动力特性研究
2.
With comprehensive consideration of the nonlinearity of the structural geometry and static wind load,the nonlinear aerostatic stability theory for long-span bridges and the incremental double iteration method were used to analyze the nonlinear aerostatic stability for long-span cable-stayed bridges and the related calculation program was compiled.
在综合考虑结构几何非线性和静风荷载非线性的基础上,引用大跨度桥梁非线性静风稳定分析理论,采用增量双重迭代搜索法对大跨度斜拉桥进行了非线性静风稳定分析,并编制了相应的计算程序。
4) static wind load
静力风荷载
1.
Feasibility study about numerical wind tunnel in the simulation of static wind loads on buildings;
数值风洞模拟结构静力风荷载的可行性研究
5) equivalent static wind loads
等效静力风荷载
1.
Numerical calculation of evaluating equivalent static wind loads on long span roof structures;
大跨度屋盖结构等效静力风荷载数值计算方法
2.
The methods to obtain the background component of structural equivalent static wind loads systemically are discussed.
重点对结构等效静力风荷载背景分量的确定方法进行了系统分析。
3.
Comparing with conventional method,the recommended approach,not requiring getting equivalent static wind loads(ESWLs),is reasonable,simple and of value to be popularized.
与已有方法相比,计算公式可考虑高阶模态的贡献且推导过程更加合理,建议的内力求解方法可避免传统方法中需要建立等效静力风荷载的这一步骤。
6) equivalent static wind load
等效静力风荷载
1.
Study in time domain on equivalent static wind load of large span steel structure;
大跨空间钢结构时域等效静力风荷载理论研究
2.
Based on the modified SRSS method,an equation for equivalent static wind loads combining mean,background and resonant components,is derived.
大跨屋盖结构模态密集,风致振动有多模态参与并受模态交叉项影响的特性,这给建立大跨度屋盖结构等效静力风荷载的计算方法带来了很大的困难。
3.
It is important to determine the wind-induced response accurately and formulate the component of equivalent static wind loads of large span roofs reasonably.
大跨度屋盖结构等效静力风荷载中的共振分量确定,包括对结构共振响应的准确计算以及如何将其等效为静力风荷载这两个主要问题。
补充资料：等静挤压(见静液挤压)
等静挤压(见静液挤压)
isostatic extrusion
豁穿凿“、15。stati。e一、二)见静“
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