Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck

Y. J. Jeong, S. H. Kim, H. Y. Kim, H. B. Koo

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This paper deals with a regression model to predict the partial-interactive ultimate strength of steel-concrete composite decks. A series of nonlinear partial-interaction analyses with various degrees of interaction and shear span ratios were conducted to formulate the partial-interactive problem. Through the regression analysis of these data, a regression model for the partial-interactive ultimate strength was proposed. The proposed model was verified by a test program. It is clear that a regression model based on a partial-interaction analysis is a powerful tool to predict the partial-interactive structural behavior of composite members.

Original languageEnglish
Title of host publicationProceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost
Pages783-785
Number of pages3
Publication statusPublished - 2006 Dec 1
Event3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost - Porto, Portugal
Duration: 2006 Jul 162006 Jul 19

Publication series

NameProceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost

Other

Other3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost
CountryPortugal
CityPorto
Period06/7/1606/7/19

Fingerprint

Concretes
Steel
Composite materials
Regression analysis

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Safety, Risk, Reliability and Quality

Cite this

Jeong, Y. J., Kim, S. H., Kim, H. Y., & Koo, H. B. (2006). Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck. In Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost (pp. 783-785). (Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost).
Jeong, Y. J. ; Kim, S. H. ; Kim, H. Y. ; Koo, H. B. / Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck. Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost. 2006. pp. 783-785 (Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost).
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abstract = "This paper deals with a regression model to predict the partial-interactive ultimate strength of steel-concrete composite decks. A series of nonlinear partial-interaction analyses with various degrees of interaction and shear span ratios were conducted to formulate the partial-interactive problem. Through the regression analysis of these data, a regression model for the partial-interactive ultimate strength was proposed. The proposed model was verified by a test program. It is clear that a regression model based on a partial-interaction analysis is a powerful tool to predict the partial-interactive structural behavior of composite members.",
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Jeong, YJ, Kim, SH, Kim, HY & Koo, HB 2006, Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck. in Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost. Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost, pp. 783-785, 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost, Porto, Portugal, 06/7/16.

Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck. / Jeong, Y. J.; Kim, S. H.; Kim, H. Y.; Koo, H. B.

Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost. 2006. p. 783-785 (Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Jeong YJ, Kim SH, Kim HY, Koo HB. Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck. In Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost. 2006. p. 783-785. (Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost).