对高层钢框架-支撑结构二阶随机风振响应进行了分析。
In this paper, analyses of second_order random wind vibration response for steel braced frame structures in highrise buildings are carried out.
当斜向支撑确保纵向稳定时，钢框架结构只需抵抗短方向的侧荷载。
The steel frames resist lateral loads applied in the short direction while diagonal bracing stabilizes the building longitudinally.
本文研究高层建筑钢框架一支撑结构的二阶随机反应分析问题。
The problem of second-order stochastic response analysis of steel braced frame structures in highrise buildings is researched in this paper.
为研究装有防屈曲钢支撑阻尼器的框架在地震作用下的动力反应，对一个单自由度框架结构进行子结构拟动力试验。
In order to study the response of structures with steel BRBs, substructure pseudo-dynamic tests were performed on frame with a single degree of freedom(SDOF).
钢框架一支撑结构由于较好地协调了框架和支撑的受力性能，因而在高层钢结构建筑中较为常用。
Steel braced frame structure is widely used in highrise steel structure buildings because that it can coordinate the mechanic behavior of frame element and brace element.
进行了风荷载和地震荷载下的静力分析，探讨了框架-支撑钢-混凝土组合结构在各种荷载作用下的受力性能。
Static analysis subject to wind and seism load is done and the behavior of frame-brace steel-concrete hybrid structure is investigated.
设计时，利用钢结构的优势，选择钢框架-支撑体系结合转换桁架的方案解决了设计中的难点。
During the design, the advantages of steel structure are noticed to form the solution of a combination of steel frame-braced frame and steel transfer truss.
本文首先在实验室中对框架结构模型进行斜支撑设置，即在不同的位置设置钢支撑。
Firstly, the sway brace was set for the frame structure model in the laboratory, taking the method of setting steel supports in different locations.
迄今为止，对刚接框架的抗震性能有过很多研究，但对多层柱支撑铰接钢框架结构的抗震性能的研究几乎还是空白。
The multilayer hinged frame structure with bracing doesn t have the flaws of the rigid frame structure as the abo.
迄今为止，对刚接框架的抗震性能有过很多研究，但对多层柱支撑铰接钢框架结构的抗震性能的研究几乎还是空白。
With the development of construction technology, multi-storey formwork supports system has been applied to make construction more efficient.
考虑两种基本荷载组合，在对平面屈曲约束支撑钢框架结构整体可靠度评价的基础上，给出了在一定目标可靠度下的基于结构体系极限承载力可靠度的实用设计公式。
Considering two basic types of load combinations, the practical design method was proposed to achieve a target reliability index of the system resistance based on the assessment of system reliability.
考虑两种基本荷载组合，在对平面屈曲约束支撑钢框架结构整体可靠度评价的基础上，给出了在一定目标可靠度下的基于结构体系极限承载力可靠度的实用设计公式。
Considering two basic types of load combinations, the practical design method was proposed to achieve a target reliability index of the system resistance based on the assessment of system reliability.
应用推荐