Research on the wind-resistant design methods of long-span roofs.
大跨度屋盖围护结构的设计风荷载研究。
The wind-resistant design of structures is also being transited form the deterministic pattern to a reliability theory based probabilistic assessment.
结构抗风设计也正从确定性方式向基于可靠性理论的概率性评价过渡。
The equivalent static wind load (ESWL) is important for the wind-resistant design of practical structures. The wind-load codes of different countries and areas are different.
静力等效风荷载是结构抗风设计的重要内容，不同国家和地区的风荷载规范不同。
A wind resistant design method of steel tall buildings installed with viscoelastic dampers (VED) is presented.
研究了用于控制高层钢结构建筑风振反应的粘弹性阻尼器(VED)设计方法。
The shape coefficients of wind load and wind-induced response are key problems in the wind resistant design of open-type ACSR.
风荷载作用的体型系数和风致动力性能是开敞式拱形波纹钢屋盖结构抗风设计必须要解决的关键问题。
Relative to the seismic - resistant design, no corresponding items in criterions can be referred to wind - resistant design of the large span steel roof structures up to now.
相对于抗震设计而言，大跨屋盖结构的抗风设计，目前尚无设计规范可依。
An aeroelastic wind tunnel test was carried out to study the rational wind resistant design method for high-voltage transmission tower-line coupling system.
为研究高压输电塔线体系的合理化抗风设计，进行了气动弹性模型风洞试验。
This paper presents a 3-d wind resistant design method satisfying comfort requirements of residents of tower buildings with rectangular cross-section.
本文探讨了矩形塔式高层建筑满足人舒适要求的三维抗风设计方法。
This paper presents a 3-d wind resistant design method satisfying comfort requirements of residents of tower buildings with rectangular cross-section.
本文探讨了矩形塔式高层建筑满足人舒适要求的三维抗风设计方法。
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