Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Effects of Shear Stiffness of Stud Shear Connections in Steel-Concrete Plate Composite Beams on Seismic Response of Precast Assembly Hollow Piers
Effects of shear stiffness of stud shear connections in steel-concrete plate composite beams on seismic response of precast assembly hollow piers is researched by use of probabilistic seismic demand analysis. The results show that seismic response of precast assembly hollow piers can be significantly reduced when shear stiffness of stud shear connections in steel-concrete plate composite beams is decreased to a certain level. The extent of seismic response reduction of precast assembly hollow piers is gradually increased with the increasing of seismic intensity. The reduction of shear stiffness of stud shear connections in steel-concrete plate composite beams is beneficial to the seismic performance of precast assembly hollow piers.
Effects of Shear Stiffness of Stud Shear Connections in Steel-Concrete Plate Composite Beams on Seismic Response of Precast Assembly Hollow Piers
Effects of shear stiffness of stud shear connections in steel-concrete plate composite beams on seismic response of precast assembly hollow piers is researched by use of probabilistic seismic demand analysis. The results show that seismic response of precast assembly hollow piers can be significantly reduced when shear stiffness of stud shear connections in steel-concrete plate composite beams is decreased to a certain level. The extent of seismic response reduction of precast assembly hollow piers is gradually increased with the increasing of seismic intensity. The reduction of shear stiffness of stud shear connections in steel-concrete plate composite beams is beneficial to the seismic performance of precast assembly hollow piers.
Effects of Shear Stiffness of Stud Shear Connections in Steel-Concrete Plate Composite Beams on Seismic Response of Precast Assembly Hollow Piers
Dou, Weiyu (Autor:in)
01.01.2020
192129 byte
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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