A space displacement field considering the deck local buckling for the plate - truss composite is constructed by using transverse finite stripe.
用有限个横向条带法构造了板桁组合结构极段考虑局部屈曲的空间位移模式。
2
The main beam adopts the CFST truss and reinforced concrete deck slab.
主梁采用钢管混凝土桁架与钢筋混凝土板组合梁。
3
The post-tensions prestressed beams are disposed for large space such as exhibition halls, reporting halls and studios, while the steel truss floors are formed by steel bar trussdeck.