Lateral load tests on a two-story unreinforced masonry building

Journal of Structural Engineering

Volumn 132, Issue 5, 2006, Pages 643-652

  Yi, Tianyi ^a   Moon, Franklin L ^b   Leon, Roberto T ^c   Kahn, Lawrence F ^c  

^a Stanley D Lindsey and Associates Ltd   (United States)

^b Drexel University   (United States)

^c Georgia Institute of Technology   (United States)

Author keywords

Failure investigations; Full scale tests; Masonry; Retrofitting; Seismic effects

Indexed keywords

FAILURE INVESTIGATIONS; FULL-SCALE TESTS; SEISMIC EFFECTS; UNREINFORCED MASONRY (URM);

ARCHITECTURE; BUILDING MATERIALS; CRACK INITIATION; LAWS AND LEGISLATION; RETROFITTING; STIFFNESS;

MASONRY CONSTRUCTION;

EID: 33646178933     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:5(643)     Document Type: Article

References (25)

1. Abrams, D. P., and Shah, N. (1992). " Cyclic load testing of unreinforced masonry walls.. " Advanced Construction Technology Center Rep. No. 92-26-10, College of Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
2. Anthoine, A., Magonette, G., and Magenes, G. (1995). " Shear-compression testing and analysis of brick masonry walls.. " Proc., 10th European Conf. on Earthquake Engineering, Taylor and Francis, Rotterdam, The Netherlands, 1657-1662.
3. Applied Technology Council (ATC). (1999). " Evaluation of earthquake damaged concrete and masonry wall buildings, technical resources.. " FEMA-307, Federal Emergency Management Agency, Washington, D.C.
4. Applied Technology Council (ATC). (2000). " Prestandard and commentary for the seismic rehabilitation of buildings.. " FEMA-356, Federal Emergency Management Agency, Washington, D.C.
5. Bruneau, M. (1994). " State-of-the-art report on seismic performance of unreinforced masonry buildings.. " J. Struct. Eng. 120 (1) 230-251.
6. Clemson University. (2000). " Test results for bricks and mortar samples.. " The National Brick Research Center, Clemson Univ., Clemson, S.C.
7. Costley, A. C., and Abrams, D. P. (1996). " Dynamic response of unreinforced masonry buildings with flexible diaphragms.. " NCEER-96-0001, Univ. of Buffalo, Buffalo, N.Y.
8. Craig, J., Goodno, B., Towashiraporn, P., and Park, J. (2002). " Fragility reduction estimations for URM buildings using response modification.. " Proc., 12th European Conf. on Earthquake Engineering Research, London, Paper No. 805.
9. Epperson, G. S., and Abrams, D. P. (1989). " Nondestructive evaluation of masonry buildings.. " Rep. No. 89-26-03, College of Engineering, Univ. of Illinois at Urbana-Champaign, Advanced Construction Technology Center, Urbana, Ill.
10. Franklin, S., Lynch, J., and Abrams, D. P. (2003). " Performance of rehabilitated URM shear walls: Flexural behavior of piers.. " (CD-ROM) Mid-America Earthquake Center, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
11. French, S., and Olshansky, R. (2001). " Inventory of essential facilities in Mid-America.. " (CD ROM) Mid-America Earthquake Center, Univ. of Illinois at Urbana-Champaign, Urbana, Ill
12. Goodno, B., Craig, J., and Losiriluk, T. (2002). " Seismic vulnerability of partial height URM partitions.. " Proc., 12th European Conf. on Earthquake Engineering Research, Paper No. 806, London.
13. Kim, S. C., and White, D. (2002). " Three-dimensional nonlinear time history analysis of lowrise shear wall buildings with flexible diaphragms.. " Proc., 7th U.S. National Conf. on Earthquake Engineering (CD-ROM), EERI, Boston.
14. Magenes, G., and Calvi, G. M. (1992). " Cyclic behavior of brick masonry walls.. " Proc., 10th World Conf. on Earthquake Engineering, A.A. Balkema, Madrid, Spain, 3517-3522.
15. Manzouri, T., Shing, P. B., Amadei, B., Schuller, M., and Atkinson, R. (1995). " Repair and retrofit of unreinforced masonry walls: Experimental evaluation and finite element analysis.. " Rep. No. CU/SR-95/2, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Colorado, Boulder, Colo.
16. Moon, F. (2004). " Seismic strengthening of low-rise unreinforced masonry buildings.. " Ph.D. thesis, Georgia Institute of Technology, Atlanta.
17. Moon, F., 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.
18. Paquette, J., and Bruneau, M. (2003). " Pseudo-dynamic testing of unreinforced masonry building with flexible diaphragm.., " J. Struct. Eng. 129 (6), 708-716.
19. Peralta, D. F., Bracci, J. M., and Hueste, M. B. D., (2000). " Seismic performance of rehabilitated floor and roof diaphragms.. " ST-8 Project Final Rep., Mid-America Earthquake Center, Texas A&M Univ., College Station, Tex.
20. Simsir, C., Aschheim, M., and Abrams, D. (2002). " Influence ofdiaphragm flexibility on the out-of-plane response of unreinforced masonry bearing walls.. " Proc., 9th North American Masonry Conf. (CD-ROM), Clemson, S.C.
21. Stoddard, R. P. (1946). Brick structures, How to build them, McGraw-Hill, New York.
22. Yi, T. (2004). " Experimental investigation and numerical simulation of an unreinforced masonry structure with flexible diaphragms.. " Ph.D. thesis, Georgia Institute of Technology, Atlanta.
23. Yi, T., Moon, F., Leon, R., and Kahn, L. (2002). " Performance characteristics of unreinforced masonry low-rise structure before and after rehabilitation.. " Proc., 7th U.S. National Conf. on Earthquake Engineering (CD-ROM), EERI, Boston.
24. Yi, T., Moon, F., Leon, R., and Kahn, L. (2003). " Structural analysis of a prototype unreinforced masonry low-rise building.. " Proc., 9th North American Masonry Conf. (CD-ROM), Clemson, S.C.
25. Yi, T., Moon, F. L., Leon, R. T., and Kahn, L. F. (2006). " Analyses of a two-story unreinforced masonry building., " J. Struct. Eng. 132 (5), 653-662.