Simple nonlinear flexural stiffness model for concrete structural walls

Earthquake Spectra

Volumn 18, Issue 3, 2002, Pages 407-426

  Adebar, Perry ^a   Ibrahim, Ahmed M M ^a  

^a UNIVERSITY OF BRITISH COLUMBIA   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

BENDING MOMENTS; CONCRETE CONSTRUCTION; CRACK INITIATION; CYCLIC LOADS; STIFFNESS; STRUCTURAL ANALYSIS;

CONCRETE STRUCTURAL WALLS;

WALLS (STRUCTURAL PARTITIONS);

BENDING; CONCRETE STRUCTURE; CRACKING (FRACTURE); CYCLIC LOADING; FLEXURE; NONLINEARITY; NUMERICAL MODEL; STIFFNESS; WALL;

EID: 0036703691     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1503343     Document Type: Article

References (7)

1. Adebar, P., Ibrahim, A.M.M., and Bryson, M., 2000. Large-scale test of a slender concrete structural wall, Report, Department of Civil Engineering, The University of British Columbia, 201 pp.
2. Fronteddu, L., and Adebar, P., 1992. Response of structural concrete to axial tension, Proceedings of the Annual CSCE Conference, IV, Quebec City, pp. 89-98.
3. Ibrahim, A.M.M., 2000. Linear and Nonlinear Flexural Stiffness Models for Concrete Walls in High-Rise Buildings, Ph.D. thesis, Department of Civil Engineering, The University of British Columbia, 153 pp.
4. International Conference of Building Officials (ICBO), 1997. Uniform Building Code, Whittier, CA.
5. Mutrie, J., Adebar, P., and Leung, K., 2000. Design of high-rise concrete shear wall buildings: Canadian vs. U.S. Practice, Proceedings of 2000 Structural Engineers Association of California (SEAOC) Annual Conference, pp. 169-179.
6. Priestley, M.J.N., and Kowalsky, M.J., 1998. Aspects of drift and ductility capacity of rectangular cantilever structural walls, Bulletin of the New Zealand National Society for Earthquake Engineering 31 (2), 73-85.
7. Seismology Committee, Structural Engineers Association of California (SEAOC), 1996. Recommended Lateral Force Requirements and Commentary, 6th Edition, San Francisco, CA.