| 1. | Cold - formed steel framing - wall stud design
冷成形钢框架构筑.壁柱设计 |
| 2. | Wall stud assemblies is used to resist the vertical loads of the residential cold - formed steel framing
冷弯薄壁型钢低层宅房屋体系的墙体是该体系房屋的竖向承重结构。 |
| 3. | ( 3 ) overall buckling loads of wall stud under some typical end conditions are derived from energy method
( 3 )用解析法推导出四种典型边界条件下，墙体立柱的屈曲临界荷载。 |
| 4. | In wood - frame construction , a horizontal member , capping the exterior wall studs , upon which the roof rafters rest
横木木结构建筑物中覆盖外墙壁骨的水平构件，屋横椽被支撑在它的上面 |
| 5. | In this paper , the influence of the bracing effect from wallboard to the behavior of wall stud is studied
墙面材料不仅是建筑的需要，同时也能在一定程度上对墙体立柱提供有效的支承作用。 |
| 6. | This paper includes following main contents : ( 1 ) theoretical calculation method for the behavior of wall stud considering bracing effect from wallboard is presented
主要内容包括： ( 1 )提出了考虑墙板的支承效应后，该体系房屋墙体立柱的理论计算方法。 |
| 7. | It usually consists of c - section steel wall studs and gypsum wallboard . wallboard are intended primarily for architecture purposes , but they may also provide effective restraining action for wall stud
其墙体一般由墙体密立柱(一般为卷边槽钢) 、墙面围护材料(例如石膏板、定向板)组成。 |
| 8. | ( 2 ) under the base of combined torsional and flexural buckling model given by timoshenko and gere ( 1961 ) , a mechanical model of wall stud in this paper considering bracing effect from wallboard is presented
( 2 )在timoshenko - gere ( 1961 )弯扭屈曲模型的基础上，通过简化推导，提出了考虑墙板的支承效应后，墙体立柱计算的力学模型。 |
| 9. | The effect of the attached sheathings is taken into account when the lgsfcbw in compression and bending is computed . a gap is supplied on native wall stud design code and the calculational method can be refered by designers and researchers
轻钢龙骨复合承载墙体受压、受弯计算考虑墙龙骨罩面支撑的作用，填补了我国设计规范在此方面的空白，可供设计和研究参考。 |
| 10. | ( 4 ) introducing how to evaluate load capacity pn of wall stud considering post buckling strength of plate element . local buckling effects are determined according to the effective width method used in specifications gb50018 _ 2002 and aisi96
( 4 )参照gb50018 、 aisi96二本现行规范，采用有效宽度法考虑局部屈曲后强度并对非弹性屈曲应力进行修正，给出了考虑局部屈曲影响和进行非弹性修正后立柱的稳定承载能力p _ n 。 |
