Column deformation demands at bar buckling

Proceedings of the Structures Congress and Exposition

Volumn , Issue , 2003, Pages 819-821

  Berry, M P ^a   Eberhard, M O ^b  

^a University of Washington   (United States)

^b UNIVERSITY OF WASHINGTON   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AXIAL LOADS; COLUMN DEFORMATIONS; COMPRESSIVE STRAIN; SPIRAL-REINFORCED CONCRETE COLUMNS;

BUCKLING; COMPRESSIVE STRENGTH; DEFORMATION; DUCTILITY; REINFORCED CONCRETE; SEISMOLOGY; STRAIN; STRUCTURAL LOADS;

BARS (METAL);

EID: 22344442053     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (2)

1. Moehle, J.P. (2000). "Year 3 Annual Report." Pacific Earthquake Engineering Research Center, University of California, Berkeley.
2. Parrish, M. and Eberhard, M.O. (2001). "Accuracy of Seismic Performance Methodologies for Rectangular Reinforced Concrete Columns," Proceedings, Third US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Seattle, Washington, August, 11pp.