Seismic tests of beam-to-column connections in a precast concrete frame

PCI Journal

Volumn 47, Issue 3, 2002, Pages 70-89

  Alcocer, Sergio M ^a   Carranza, Rene ^a   Perez Navarrete, David ^a   Martinez, Raul ^a  

^a UNIVERSIDAD NACIONAL AUTÓNOMA DE MÉXICO   (Mexico)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0036576918     PISSN: 08879672     EISSN: None     Source Type: Journal    
DOI: 10.15554/pcij.05012002.70.89     Document Type: Article

References (23)

1. Seismic design considerations for precast concrete multistory buildings
2. Precast structures in regions of high seismicity: 1997 UBC design provisions
3. A perspective on the seismic design of precast concrete structures in New Zealand
4. Effect of connection rigidity on seismic response of precast concrete frames
5. Performance of precast concrete beam-to-column connections subjected to cyclic loading
6. Model precast concrete beam-to-column connections subjected to cyclic loading
7. Development and testing of a ductile connector for assembling precast concrete beams and columns
8. An overview of the presss five-story precast test building
9. Ductile connections for precast concrete frame systems
10. Seismic tests of precast beam-to-column joint subassemblages with unbonded tendons
11. The presss program - Current status and proposed plans for phase III
12. Tests on connections of earthquake resisting precast reinforced concrete perimeter frames of buildings
13. Design of connections of earthquake resisting precast reinforced concrete perimeter frames
14. Review of Japanese precast concrete frame systems used as building structures
15. Study of reinforced concrete beam-to-column joints under uniaxial and biaxial loading