TECHNICAL PAPERS
Feb 1, 2002

Structural Reliability of Multistory Buildings during Construction

Publication: Journal of Structural Engineering
Volume 128, Issue 2

Abstract

The paper develops a probabilistic model to estimate the probability of structural collapse (system risk) during the construction of typical multistory reinforced concrete buildings. The influence of the number of levels of shoring/reshoring, construction cycle and concreting workmanship (curing and compaction), concrete grade, and number of floors of the building on system risk is included in the analysis. It was found that poor concreting workmanship is more detrimental to system risk than reducing the construction cycle by a few days. It was found also that if the design process ignores construction loading on the slab during construction, then a dramatic loss of structural safety can occur.

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References

American Concrete Institute (ACI). (1978). “Prediction of creep, shrinkage, and temperature effects: 2.” ACI 209–78, 209, Detroit.
American Concrete Institute (ACI). (1988). Recommended practice for concrete formwork.” ACI347-88, Detroit.
Australian Standards (AS). (1989). “SAA loading code—Part 1: Dead and live loads and load combinations, AS 1170.1-89, Sydney.
Australian Standards (AS). (1994). “Concrete structures.” AS 3600-94, Sydney.
Australian Standards (AS). (1995). “Formwork for concrete.” AS 3610-95, Sydney.
Attard, M. M., and Stewart, M. G.(1998), “A two parameter stress block for high strength concrete.” ACI Struct. J., 95(3), 305–317.
Ayoub, H., and Karshenas, S.(1994). “Survey results for concrete construction live loads on newly poured slabs.” J. Struct. Eng., 120(5), 1543–1562.
Carper, K. L. (1997). Construction Failure, 2nd Ed., Wiley, New York.
Davis, S. G. (1976). “Further investigations into the strength of concrete in structures.” Technical Rep. Prepared for Cement and Concrete Association, London.
Eldukair, Z. A., and Ayyub, B. M.(1991). “Analysis of recent U.S. structural and construction failures.” J. Perform. Constr. Facil., 5(1), 57–73.
Ellingwood, B., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1980). “Development of a probability based load criterion for american national standard A58.” NBS Special Publication 577, Washington D.C.
El-Shahhat, A. M., and Chen, W. F.(1992). “Improved analysis of shore-slab interaction.” ACI Struct. J., 89(5), 528–537.
El-Shahhat, A. M., Rosowsky, D. V., and Chen, W. F.(1993). “Construction safety of multistory concrete buildings.” ACI Struct. J., 90(4), 335–341.
Epaarachchi, D. C., and Stewart, M. G. (1998). “Concrete workmanship and safety of construction of multistory building during construction.” Proc., Australasian Structural Engineering Conf., Vol. 1, Auckland, NZ, 253–260.
Grundy, P., and Kabaila, A.(1963). “Construction loads on slabs with shored formwork in multistory buildings.” ACI Struct. J., 60(12), 1729–1738.
Kaminetzsky, D. (1991). Design and Construction Failures, McGraw-Hill, New York.
Karshenas, S., and Ayoub, H.(1994). “Analysis of concrete construction live loads on newly poured slabs.” J. Struct. Eng., 120(5), 1525–1542.
Kothekar, D. V., Rosowsky, D. V., and Huston, D. R.(1998). “Investigating the adequacy of vertical design loads for shoring.” J. Perform. Constr. Facil., 12(1), 41–47.
Liu, X.-L., and Chen, W. F.(1987). “Effect of creep on load distribution in multistory reinforced concrete buildings during construction.” ACI Struct. J., 84, 192–200.
Liu, X.-L., Chen, W. F., and Bowman, M. D.(1986). “Shore-slab interaction in concrete buildings.” J. Struct. Eng., 112(2), 227–244.
MacGregor, J. G., Mirza, S. A., and Ellingwood, B.(1983). “Statistical analysis of resistance of reinforced and prestressed members.” ACI Struct. J., 80, 167–176.
Mirza, S. A., Hatzinikolas, M., and MacGregor, J. G.(1979). “Statistical description of strength of concrete.” J. Struct. Div. ASCE, 105(ST6), 1021–1037.
Mirza, S. A., and MacGregor, J. G.(1979a). “Variations in dimensions of reinforced concrete members.” J. Struct. Div. ASCE, 105(ST4), 751–766.
Mirza, S. A., and MacGregor, J. G.(1979b). “Variability of mechanical properties of reinforcing bars.” J. Struct. Div. ASCE, 105(ST5), 921–937.
Morgan, P. R., Ng, T. E., Smith, N. H. M., and Base, G. D.(1982). “How accurately can reinforcing steel be placed—field measurement tolerances compared to codes.” Concr. Int., 4(10), 54–65.
Neilson, K. E. C. (1952). “Load on reinforced concrete floor slabs and their deformations during construction.” Final Rep. Bulletin No. 15, Prepared for Swedish Cement and Concrete Research Institute, Royal Institute of Technology, Stockholm, Sweden.
Petersons, N.(1968). “Should standard cube test specimens be replaced by test specimens taken from the structure?” Mater. Constr. (Paris), 1(5), 425–435.
Rosowsky, D. V., Philbrick, T. W., and Huston, D. R.(1997). “Observations from shore load measurements during concrete construction.” J. Perform. Constr. Facil., 11(1), 18–23.
Stewart, M. G.(1995). “Workmanship and its influence on probabilistic models of concrete compressive strength.” ACI Mater. J., 92(4), 361–372.
Stewart, M. G.(1997). “Time-dependent reliability of existing RC structures.” J. Struct. Eng., 123(7), 896–902.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 2February 2002
Pages: 205 - 213

History

Received: Oct 28, 1999
Accepted: Jun 27, 2001
Published online: Feb 1, 2002
Published in print: Feb 2002

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Authors

Affiliations

Deepthi C. Epaarachchi
Graduate Student, Dept. of Civil, Surveying, and Environmental Engineering, Univ. of Newcastle, NSW, 2308 Australia.
Mark G. Stewart, M.ASCE
Associate Professor, Dept. of Civil, Surveying and Environmental Engineering, Univ. of Newcastle, NSW, 2308 Australia.
David V. Rosowsky, M.ASCE
Richardson Chair in Wood Engineering, Professor of Forest Products and Civil Engineering, Dept. of Wood Science and Engineering, Oregon State Univ., Corvallis, OR 97331-5751.

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