Seismic performance test of bolted connections between precast-concrete column and H-beam

Author

Park, Soon-Kyu

Author_Institution

Ulsan Univ., South Korea

Volume

2

fYear

2004

fDate

26 June-3 July 2004

Firstpage

335

Abstract

The PCS system, which consists of precast column and steel beam, has been developed and expected to achieve effectiveness in the constructability and improve the structural performance under earthquake. Low cyclic seismic test by the ACI test program are carried out in order to verify the structural performance of the system. It was found that the system possesses the higher level of structural performance regarding strength, stiffness, energy absorption and ductility than the requirements from the criteria of the ACI.

Keywords

beams (structures); concrete; construction components; construction industry; ductility; earthquakes; fasteners; mechanical strength; mechanical testing; steel; ACI test program; H-beam; bolted connections; building construction industry; ductility; earthquake; energy absorption; low cyclic seismic test; precast-concrete column; seismic performance test; steel beam; stiffness; strength; structural performance; Concrete; Earthquakes; Fasteners; Personal communication networks; Steel; Strain measurement; Structural beams; System testing; TV; Tensile stress;

fLanguage

English

Publisher

ieee

Conference_Titel

Science and Technology, 2004. KORUS 2004. Proceedings. The 8th Russian-Korean International Symposium on

Print_ISBN

0-7803-8383-4

Type

conf

DOI

10.1109/KORUS.2004.1555640

Filename

1555640