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

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

Department of Civil and Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference 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 language	English
Title of host publication	Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost
Pages	783-785
Number of pages	3
Publication status	Published - 2006
Event	3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost - Porto, Portugal Duration: 2006 Jul 16 → 2006 Jul 19

Publication series

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

Other

Other	3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost
Country	Portugal
City	Porto
Period	06/7/16 → 06/7/19

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering
Safety, Risk, Reliability and Quality

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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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title = "Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck",

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.",

author = "Jeong, {Y. J.} and Kim, {S. H.} and Kim, {H. Y.} and Koo, {H. B.}",

note = "Copyright: Copyright 2008 Elsevier B.V., All rights reserved.; 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost ; Conference date: 16-07-2006 Through 19-07-2006",

year = "2006",

language = "English",

isbn = "0415403154",

series = "Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost",

pages = "783--785",

booktitle = "Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost",

}

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 proceeding › Conference contribution

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T1 - Regressive model for the partial-interactive ultimate strength of steel-concrete composite deck

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AU - Koo, H. B.

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N2 - 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.

AB - 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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M3 - Conference contribution

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BT - Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performane and Cost

T2 - 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost

Y2 - 16 July 2006 through 19 July 2006

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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).