Seismic strengthening of rocking-critical masonry piers

Journal of Structural Engineering

Volumn 133, Issue 10, 2007, Pages 1445-1452

  Rai, Durgesh C ^a   Goel, Subhash C ^b  

^a INDIAN INSTITUTE OF TECHNOLOGY KANPUR   (India)

^b UNIVERSITY OF MICHIGAN   (United States)

Author keywords

Earthquake resistant structures; Masonry; Piers; Retrofitting; Seismic design

Indexed keywords

COMPACTION; DUCTILITY; ENERGY DISSIPATION; PIERS; RETROFITTING; SEISMIC DESIGN; STIFFNESS;

EARTHQUAKE RESISTANT STRUCTURES; ROCKING PIERS; VERTICAL FORCES; WALL PIERS;

MASONRY CONSTRUCTION;

EID: 34548668203     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:10(1445)     Document Type: Article

References (16)

1. Abrams, D. P. (2001). " Performance-based engineering concepts for unreinforced masonry building structures.. " Prog. Struct. Eng. Mater., 4 (3), 320-331.
2. Agbabian, M. S., Barnes, S. B., and Karioitis, J. C. (1984). " Methodology for mitigation of seismic hazards in existing unreinforced masonry buildings: The methodology.. " ABK-TR-08, National Science Foundation, Washington, D.C.
3. American Society of Civil Engineers (ASCE). (2005). " Minimum design loads for buildings and structures.. " ASCE 7-05, Reston, Va.
4. Applied Technology Council (ATC). (1996). " Seismic evaluation and retrofit of concrete buildings.. " ATC-40, Redwood, Calif.
5. Applied Technology Council (ATC). (2000). " Prestandard and commentary for seismic rehabilitation of buildings.. " FEMA-356, Federal Emergency Management Agency, Washington, D.C.
6. ElGawady, M. A., Lestuzzi, P., and Badoux, M. (2006). " Aseismic retrofitting of unreinforced masonry walls using FRP.. " Composites, Part B, 37 (2-3), 148-162.
7. Hibbit, Karlson, and Sorenson, Inc. (HKS). (2000). ABAQUS/Standard users's manual version 6.1, Pawtucket, R.I.
8. Holberg, A. M., and Hamilton, H. R. (2002). " Strengthening URM with GFRP composites and ductile connections.. " Earthquake Spectra, 18 (1), 63-84.
9. International Code Council (ICC). (2006). International building code, Chicago.
10. Magenes, G., and Calvi, G. M. (1997). " In-plane seismic response of brick masonry walls.. " Earthquake Eng. Struct. Dyn., 26 (11), 1091-1112.
11. McDowell, E. L., McKee, K. E., and Sevin, E. (1956). " Arching action theory of masonry walls.. " J. Struct. Div., 82 (2), 915/1-915/18.
12. Moon, F. L., Yi, T., Leon, R. T., and Kahn, L. F. (2006). " Recommendations for seismic evaluation and retrofit of low-rise URM structures.. " J. Struct. Eng., 132 (5), 663-672.
13. Nunan, W. L., Goel, S. C., and Rai, D. C. (1996). " Seismic strengthening of unreinforced masonry buildings using steel bars and tendons embedded in ferrocement strips.. " Rep. No. UMCEE 96-18, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, Mich.
14. Rai, D. C. (1996). " Seismic strengthening of unreinforced masonry buildings with steel elements.. " Ph.D. dissertation, Dept. Civil Engineering, Univ. of Michigan, Ann Arbor, Mich.
15. Rai, D. C., and Goel, S. C. (1997). " Seismic strengthening of unreinforced masonry piers with steel elements.. " Earthquake Spectra, 12 (4), 845-861.
16. Toranzo, L. A., Carr, A. J., and Restrepo, J. I. (2001). " Improvement of traditional masonry wall construction for use in low-rise/low-wall density buildings in seismically prone regions.. " Proc., 2001 Technical Conf.-Future Directions: A Vision for Earthquake Engineering in New Zealand, Wairakei Resort, Taupo, New Zealand.