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
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

All Science Journal Classification (ASJC) codes

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

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