1) equivalent dead load
等效静荷载
1.
In this paper,some problems that often appear in the structural design of the first category five and six grade air defence besement with slab-column structure,for example determining of equivalent dead load and dimension of structural members,calculating of internal forces and reinforcing bars,calculating of basement bottom slab,designing of piled foundation,are analysed and discussed.
对采用板柱结构形式的甲类五、六级防空地下室结构设计中的一些问题,如等效静荷载和构件尺寸的确定、内力和配筋的计算、地下室底板的计算、桩基设计等,进行分析探讨,提出了自己的观点和解决问题的方法,并认为文中提出的采用PKPM系列软件一次完成地下室底板平时和战时计算的方法安全可靠、简便实用。
2) designed and accounted equivalent
等效静载荷
3) 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。
4) 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。
5) equivalent static wind loads
等效静风荷载
1.
The equivalent static wind loads (ESWL) provide an effective approach to deal with the spatiotemporally varying wind loads for structures with long span roofs.
等效静风荷载为大跨屋盖结构设计提供了处理时空变化动力风荷载的有效途径。
2.
The equivalent static wind loads (ESWL) which produce maximum peak responses of roof-structures are formulated based on the modal expansion of the resilience and the quasi-static equation for calculating responses.
根据弹性恢复力的模态展开式和计算响应的拟静力公式导出产生屋盖结构最大峰值响应的等效静风荷载。
6) equivalent static wind load
静力等效风荷载
1.
The research of the equivalent static wind load on tall buildings;
高层建筑静力等效风荷载研究
补充资料：等效
1.效用相同。
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