Creep analysis of clay masonry assemblages

Canadian Journal of Civil Engineering

Volumn 24, Issue 3, 1997, Pages 367-379

  Shrive, Nigel G ^a   Sayed Ahmed, Ezzeldin Y ^a,b   Tilleman, Dan ^a  

^a UNIVERSITY OF CALGARY   (Canada)

^b AIN SHAMS UNIVERSITY   (Egypt)

Author keywords

Clay masonry; Creep; Creep compliance; Creep function; Creep ratio; Specific creep

Indexed keywords

EID: 0001663929     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l96-126     Document Type: Article

References (43)

1. Allen, L.N. 1986. Post tensioned brickwork at Rushden fire station. The Brick Development Association, Winkfield, Windsor, Berkshire, United Kingdom, Engineering File Note No. 1.
2. Ameny, P., Loov, R.E., and Shrive, N.G. 1984. Model for long-term deformation of brickwork. Masonry International, 1: 27-36.
3. Ameny, P., Jessop, E.L., and Loov, R.E. 1990. Strength, elastic and creep properties of concrete masonry. The International Journal of Masonry Construction, 1(1): 33-39.
4. Anand, S.C., and Gandhi, A. 1983. A finite element model to compute stresses in composite masonry walls due to temperature, moisture and creep. Proceedings of the 3rd Canadian Masonry Symposium, Edmonton, Alta., pp. 34-1 - 34-20.
5. Binda, L., Gatti, G., Mangano, G., Poggi, C., and Sacchi-Landriani, G. 1992. The collapse of civic tower of Pavia. Masonry International, 6(1): 11-20.
6. Brooks, J.J. 1986. Composite models for predicting long-term movement in brickwork. Proceedings of the British Masonry Society, Masonry, 1(1): 20-26.
7. Brooks, J.J., and Abdullah, C.S. 1986. Composite modelling of the geometry influence on creep and shrinkage of calcium silicate brickwork. Proceedings of the 2nd International Masonry Conference, British Masonry Society, Vol. 4, pp. 36-38.
8. Brooks, J.J., and Abdullah, C.S. 1990. Geometry effect on creep and moisture movement of brickwork. Masonry International, 3(3): 111-114.
9. Brooks, J.J. and Bingel, P.R. 1994. Creep of masonry under varying stress. Proceedings of the 10th International Brick Block Masonry Conference, Calgary, Alta., Vol. 2, pp. 789-756.
10. CEN. 1994. Common unified rules for masonry structures. Draft ENV1996-1-1. Eurocode No. 6, Comite Europeen de Normalisation (European Committee for Standardization), Belgium.
11. CSA. 1994. Masonry code. Masonry design for buildings (limit states design) - structures (design). Standard CSA-S304.1-94, Canadian Standards Association, Etobicoke, Ont.
12. Curtin, W.G., Shaw, G., Beck, J.K., and Bray, W.A. 1982a. Structural masonry designer's manual. Granada, London, Toronto, Sydney, New York.
13. Curtin, W.G., Shaw, G., Beck, J.K., and Pope, L.S. 1982b. Post-tensioned free cantilever diaphragm wall project. In Reinforced and prestressed masonry. Thomas Telford Ltd., London, United Kingdom, pp. 79-88.
14. Dilger, W. 1982. Methods of structural creep analysis. In Creep and shrinkage of concrete structures. Edited by Z.P. Bazant and F.H. Wittman. John Wiley & Sons, New York, N.Y. pp. 305-339.
15. England, G.L., and Jordaan, I.J. 1975. Time dependant and steady state stress in concrete structures with steel reinforcement at normal and raised temperature. Magazine of Concrete Research, 27(92): 131-142.
16. Ganz, H.R. 1993. Strengthening of masonry structures with post-tensioning. Proceedings of the 6th North American Masonry Conference, Philadelphia, Pa., Vol. 2, pp. 645-655.
17. Ghali, A., and Favre, R. 1986. Concrete structures: stress and deformations. Chapman & Hall, Ltd., London, United Kingdom.
18. Harvey, R.J., and Hughes, T.G. 1995. On the representation of masonry creep by rheological analogy. Proceedings of the ASCE Structural Congress - Restructuring: America and Beyond, Vol. 1, pp. 385-396.
19. Harvey, R.J., and Lenczner, D. 1993. Creep prestress losses in concrete masonry. Proceedings of the 5th RILEM International Symposium on Creep and Shrinkage of Concrete, Barcelona, Spain, pp. 71-76.
20. Hughes, T.G., and Harvey, R.J. 1995. Creep measured in a brick masonry tower. Masonry International, 9(2): 50-56.
21. Huizer, A., and Shrive, N.G. 1984. Loss of prestress in post-tensioned masonry wall. Proceedings of International Symposium on Reinforced and Prestressed Masonry, Edinburgh, United Kingdom, pp. 381-391.
22. Jordaan, I.J., England, G.L., and Khalifa, M.A. 1977. Creep of concrete, a consistent engineering approach. ASCE Journal of the Structural Division, 103(ST3): 475-491.
23. Lenczner, D. 1965. Design of creep mechanics for brickwork. Proceedings of the British Masonry Society, 4: 1-8.
24. Lenczner, D. 1969. Creep in model brickwork. In Designing engineering and constructing with masonry products. Edited by F.B. Johnson. Gulf Publishing Co., Houston, Tex. pp. 58-67.
25. Lenczner, D. 1971. Creep in brickwork. Proceedings of the Second International Brick Masonry Conference. Edited by H. W.H. West and K.H. Speed. British Ceramic Research Association, Stoke-onTrent, United Kingdom, pp. 44-49.
26. Lenczner, D. 1974. Creep in concrete brickwork piers. The Structural Engineer, 52(3): 97-101.
27. Lenczner, D. 1976. Creep and moisture movement in brickwork and blockwork. Proceedings of Building Structures, University of Glasgow, Glasgow, United Kingdom, pp. 369-383.
28. Lenczner, D. 1978. The effect of strength and geometry on the elastic and creep properties of masonry members. Proceedings of the North American Masonry Conference, Boulder, Colo., pp. 23.1-23.15.
29. Lenczner, D. 1979. Creep in brickwork and blockwork in cavity walls and piers. Proceedings of the British Ceramic Society, 27: 53-66.
30. Lenczner, D. 1986a. In-situ measurements of creep movement in a brick masonry tower block. Masonry International, 8(1): 17-20.
31. Lenczner, D. 1986b. Creep and prestress losses in brick masonry. The Structural Engineer, 64B(3): 57-62.
32. Lenczner, D. 1990. Stress relaxation in brick masonry with and without moisture expansion. Journal of British Masonry Society, Masonry International, 4(1): 28-30.
33. Lenczner, D., and Salahuddin, J. 1976. Creep and moisture movements in masonry piers and walls. Proceedings of the 1st Canadian Masonry Symposium, Calgary, Alta., pp. 72-86.
34. Morice, P.B., and Base, G.D. 1953. The design and use of a demonstrable mechanical strain gauge for concrete structures. Magazine of Concrete Research, 5(13): 27-36.
35. Neville, A.M., Dilger, W.H., and Brooks, J.J. 1983. Creep of plain and structural concrete. Construction Press, Longman group Ltd., United Kingdom.
36. Papa, E., Binda, L., and Nappi, A. 1994. A numerical approach for modelling the effect of persistent load on masonry structures. Proceedings of the British Masonry Society, 6: 290-294.
37. SAA. 1995. Masonry in buildings. Revision of Australian Standard SAA-AS 3700/1988, Standards Association of Australia, Sydney, Australia.
38. Shaw, G., Curtin, W.G., Priestley, C.L., and Othick, G.J. 1988. Prestressed channel section masonry walls. The Structural Engineer, Institution of Structural Engineers, United Kingdom, 66(7): 117-121.
39. Shrive, N.G. 1988. Effect of time dependant movements in composite and post-tensioned masonry. Masonry International, 2(1): 25-29.
40. Shrive, N.G., and England, G.L. 1981. Elastic, creep and shrinkage behaviour of masonry. International Journal of Masonry Construction, 1(3): 103-109.
41. Shrive, N.G., and Huizer, A. 1991. Letter to editor. Masonry Society Journal, 9(2): 4.
42. Shrive, N.G., and Tilleman, D. 1995. Creep tests on clay masonry prisms: apparatus and some initial results. Proceedings of the 7th Canadian Masonry Symposium, Hamilton, Ont., Vol. 2, pp. 1128-1139.
43. Taneja, R., Shrive, N.G., and Huizer, A. 1986. Loss of prestress in post-tensioned hollow masonry walls. Proceedings of ASCE, Advances in Analysis of Masonry Structures, pp. 76-93.