Axial capacity model for shear-damaged columns

ACI Structural Journal

Volumn 102, Issue 4, 2005, Pages 578-587

  Elood, Kenneth J ^a   Moehle, Jack P ^b  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

^b UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Axial load; Column; Seismic; Shear

Indexed keywords

COMPRESSION TESTING; EARTHQUAKES; ESTIMATION; FAILURE (MECHANICAL); FRICTION; MATHEMATICAL MODELS; REINFORCED CONCRETE; SHEAR STRENGTH;

AXIAL LOAD; SHEAR FAILURE;

COLUMNS (STRUCTURAL);

EID: 22944459536     PISSN: 08893241     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (18)

1. Kabeyasawa, T.; Tasai, A.; and Igarashi, S., "An Economical and Efficient Method of Strengthening Reinforced Concrete Columns Against Axial Load Collapse during Major Earthquake," PEER Report 2002/ 02, Third US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Calif., 2002, pp. 399-412.
2. Kato, D., and Ohnishi, K., "Axial Load Carrying Capacity of R/C Columns under Lateral Load Reversals," PEER Report 2002/02, Third US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Calif., 2002, pp. 247-255.
3. Nakamura, T., and Yoshimura, M., "Gravity Load Collapse of Reinforced Concrete Columns with Brittle Failure Modes," Journal of Asian Architecture and Building Engineering, V. 1, No. 1, 2002, pp. 21-27.
4. Tasai, A., "Residual Axial Capacity and Restorability of Reinforced Concrete Columns Damaged due to Earthquake," PEER Report 1999/10, US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Calif., 1999, pp. 191-202.
5. Tasai, A., "Residual Axial Capacity of Reinforced Concrete Columns during Shear Deterioration," PEER Report 2000/10, Second US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Calif., 2000, pp. 257-267.
6. Yoshimura, M., and Yamanaka N., "Ultimate Limit State of RC Columns," PEER Report 2000/10, Second US-Japan Workshop on Performance-Based Earthquake Engineering Methodology for Reinforced Concrete Building Structures, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Calif., 2000, pp. 313-326.
7. Elwood, K. J., and Moehle, J. P., "Shaketable Tests and Analytical Studies on the Gravity Load Collapse of Reinforced Concrete Frames, PEER Report 2003/01, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Calif., 2003.
8. Holmes, W. T., "Risk Assessment and Retrofit of Existing Buildings," Paper No. 2826, Proceedings of the 12th World Conference on Earthquake Engineering, New Zealand Society for Earthquake Engineering, Upper Hutt, New Zealand, 2000.
9. Lynn, A. C., "Seismic Evaluation of Existing Reinforced Concrete Building Columns," PhD dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley, Berkeley, Calif. 2001.
10. Sezen, H., "Seismic Response and Modeling of Reinforced Concrete Building Columns," PhD dissertation, Department of Civil and Environmental Engineering, University of California, Berkeley, Berkeley, Calif., 2002.
11. Kim, J. H., and Mander, I. B., "Truss Modeling of Reinforced Concrete Shear-Flexure Behavior," MCEER-99-0005, Multidisciplinary Center for Earthquake Engineering Research, Buffalo, N.Y., 1999.
12. Pantazopoulou, S. J., "Detailing for Reinforcement Stability in RC Members," Journal of Structural Engineering, V. 124, No. 6, 1998, pp. 623-632.
13. Mattock, A. H., and Hawkins, N., "Shear Transfer in Reinforced Concrete - Recent Research," Journal of Prestressed Concrete Institute, V. 17, No. 2, 1972, pp. 55-75.
14. Mattock, A. H., reader comments of "Influence of Concrete Strength and Load History on the Shear Friction Capacity of Concrete Members" by J. Walraven, J. Frenay, and A. Pruijssers, PCI Journal, V. 33, No. 1, 1988, pp. 165-166.
15. Mau, S. T., and Hsu, T. T. C., reader comments of "Influence of Concrete Strength and Load History on the Shear Friction Capacity of Concrete Members" by J. Walraven, J. Frenay, and A. Pruijssers, PCI Journal, V. 33, No. 1, 1988, pp. 166-168.
16. Krawinkler, H.; Medina, R.; and Alavi, B., "Seismic Drift and Ductiltity Demands and Their Dependence on Ground Motions," Engineering Structures, V. 25, No. 5, 2003, pp. 637-653.
17. Moehle, J. P.; Elwood, K. J.; and Sezen, H., "Gravity Load Collapse of Building Frames during Earthquakes," S. M. Uzumeri Symposium: Behavior and Design of Concrete Structures for Seismic Performance, SP-197, S. A. Sheikh and O. Bayrak, eds., American Concrete Institute, Farmington Hills, Mich., 2002, pp. 215-238.
18. Pujol, S., "Drift Capacity of Reinforced Concrete Columns Subjected to Displacement Reversals," PhD thesis, School of Civil Engineering, Purdue University, West Lafayette, Ind., 2002.