Nonlinear dynamic analysis of unreinforced masonry

Journal of Structural Engineering

Volumn 124, Issue 3, 1998, Pages 270-277

  Zhuge, Yan ^a   Thambiratnam, David ^b,c   Corderoy, John ^b  

^a UNIVERSITY OF SOUTH AUSTRALIA   (Australia)

^b QUEENSLAND UNIVERSITY OF TECHNOLOGY   (Australia)

^c Queensland Univ of Tech ^*

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; CRACK PROPAGATION; DYNAMIC LOADS; FAILURE ANALYSIS; FINITE ELEMENT METHOD; INTEGRATION; ITERATIVE METHODS; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS;

NEWMARK TIME INTEGRATION ALGORITHM; NEWTON-RAPHSON ITERATION SCHEME; UNREINFORCED MASONRY;

MASONRY CONSTRUCTION;

DYNAMIC ANALYSIS; MASONRY; SEISMIC RESPONSE;

EID: 0032029262     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:3(270)     Document Type: Article

References (22)

1. Calvi, G. M., and Magenes, G. (1991). "Experimental evaluation of seismic strength of old masonry structures." Proc., 9th Int. Brick/Block Masonry Conf., Deutsche Gesellschaft für Mauerwerksbau e.V., Bonn, Germany, 490-497.
2. Darwin, D., and Pecknold, D. A. (1977). "Nonlinear biaxial stress-strain law for concrete." J. Engrg. Mech. Div., ASCE, 103(2), 229-241.
3. Dhanasekar, M., Page, A., and Kleeman, P. A. (1984). "Finite element model for the in-plane behaviour of brick masonry." Proc., 9th Australasian Conf. on the Mech. of Struct, and Materials, University of Sydney, Sydney, Australia, 262-267.
4. Hamid, A., and Drysdale, R. G. (1981). "Proposed failure criteria for concrete block masonry under biaxial stresses." J. Struct. Div., ASCE, 107(8), 1675-1687.
5. Jankulovski, E., and Parsanejad, S. (1994). "Earthquake resistance assessment of masonry buildings." Proc., 3rd National Masonry Seminar, Queensland University of Technology, Brisbane, Australia, 16.1-16.12.
6. Klopp, G. M., and Griffith, M. C. (1994). "The earthquake design of unreinforced masonry structures in areas of low seismic risk." Proc., 3rd National Masonry Seminar, Queensland University of Technology, Brisbane, Australia, 19.1-19.9.
7. LaRovere, H. (1990). "Nonlinear analysis of reinforced concrete masonry walls under simulated seismic loadings," PhD thesis, University of California, San Diego, Calif.
8. Lotfi, H., and Shing, P. (1994). "Interface model applied to fracture of masonry structures." J. Struct. Engrg., ASCE, 120(1), 63-80.
9. Lourenco, P. B., and Rots, J. G. (1994). "Understanding the behaviour of shear walls: a numerical review." Proc., 10th Int. Brick and Block Masonry Conf., University of Calgary, Calgary, Canada, 1, 11-20.
10. Naraine, K., and Sinha, S. (1991). "Cyclic behavior of brick masonry under biaxial compression." J. Struct. Engrg., ASCE, 117(5), 1336-1355.
11. Page, A. (1978). "Finite element model for masonry." J. Struct. Div., ASCE, 104(8), 1367-1285.
12. Page, A. (1982). "An experimental investigation of the biaxial strength of brick masonry." Proc., 6th Int. Brick/Block Masonry Conf., Associazionne Nazionale Degli Industriale dei Laterizi, Rome, Italy, 3-15.
13. Pomonis, A., Spence, R. J., Coburn, A. W., and Taylor, C. (1992). "Shaking table test on various types of unreinforced masonry." Proc., 10th World Conf. on Earthquake Engrg., A. A. Balkema, Rotterdam, The Netherlands, 3533-3538.
14. Riddington, J., and Ghazali, M. (1990). "Hypothesis for shear failure in masonry joints." Proc., Inst. of Civ. Engrs., Part 2, Institute of Civil Engineers, London, England, 84, 89-102.
15. Rots, J. G. (1988). "Computational modelling of concrete fracture," PhD thesis, Delft Univ. of Technol., Delft, The Netherlands.
16. Samarasinghe, W., Page, A. W., and Hendry, A. W. (1981). "Behaviour of brick masonry shear walls." The Struct. Engr., London, England 59B(3), 42-48.
17. Tomazevic, M., Lutman, M., and Petkovic, L. (1996). "Seismic behavior of masonry walls: experimental simulation." J. Struct. Enrg., ASCE, 122(9), 1040-1047.
18. Tomazevic, M., and Lutman, M. (1996). "Seismic behavior of masonry walls: modeling of hysteretic rules." J. Struct. Engrg., ASCE, 122(9), 1048-1054.
19. Vratsanou, V. (1991). "Determination of the behaviour factors for brick masonry panels subjected to earthquake actions." Proc., Int. Conf. on Soil Dyn. and Earthquake Engrg., Computational Mechanics Publ., Southampton, England, 565-575.
20. Zhuge, Y. (1995). "Nonlinear dynamic response of unreinforced masonry under in-plane lateral loads," PhD thesis, Queensland Univ. of Technol., Brisbane, Australia.
21. Zhuge, Y., Thambiratnam, D., and Corderoy, J. (1994). "Experimental testing of masonry walls under in-plane cyclic loads." Proc., 10th Int. Brick/Block Masonry Conf., University of Calgary, Calgary, Canada, 313-322.
22. Zienkiewic, O. C., and Pande, G. N. (1977). "Time-dependent multilaminate model of rocks - a numerical study of deformation and failure of rock masses." Int. J, Numer. and Analytical Methods in Geomech., 1, 219-247.