Composite Systems:WorkItems

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Papers to Summarize

Reference Notes and Status
Liao, F.-Y., Han, L.-H., and He, S.-H. (2011). “Behavior of CFST short column and beam with initial concrete imperfection: Experiments.” Journal of Constructional Steel Research, 67(12), 1922–1935. doi:10.1016/j.jcsr.2011.06.009
Han, L.-H., Zheng, L.-Q., He, S.-H., and Tao, Z. (2011). "Tests on curved concrete filled steel tubular members subjected to axial compression," Journal of Constructional Steel Research, 67 (6), 965-976. doi:10.1016/j.jcsr.2011.01.012
Han, L.-H., He, S.-H., and Liao, F.-Y. (2011). "Performance and calculations of concrete filled steel tubes (CFST) under axial tension," Journal of Constructional Steel Research, 67(11), 1699-1709. doi:10.1016/j.jcsr.2011.04.005
Sheehan, T., Dai, X. H., Chan, T. M., and Lam, D. (2012). "Structural response of concrete-filled elliptical steel hollow sections under eccentric compression." Engineering Structures, 45, 314-323.doi:10.1016/j.engstruct.2012.06.040
Gajalakshmi, P., and Helena, H. J. (2012). “Behaviour of concrete-filled steel columns subjected to lateral cyclic loading.” Journal of Constructional Steel Research, 75, 55–63. doi:10.1016/j.jcsr.2012.03.006
Probst, A. D. et al. (2010). “Composite Flexural Behavior of Full-Scale Concrete-Filled Tubes without Axial Loads,” Journal of Structural Engineering, 136(11), 1401-1412. doi:10.1061/(ASCE)ST.1943-541X.0000241
  • Tort, C. (2007). “Reliability-Based Performance-Based Design Of Rectangular Concrete-Filled Steel Tube (RCFT) Members And Frames.” University of Minnesota.
  • Tort, C., and Hajjar, J. F. (2010a). “Mixed Finite-Element Modeling of Rectangular Concrete-Filled Steel Tube Members and Frames under Static and Dynamic Loads.” Journal of Structural Engineering, ASCE, 136(6), 654–664. doi:10.1061/(ASCE)ST.1943-541X.0000158
  • Tort, C., and Hajjar, J. F. (2010b). “Mixed Finite Element for Three-Dimensional Nonlinear Dynamic Analysis of Rectangular Concrete-Filled Steel Tube Beam-Columns.” Journal of Engineering Mechanics, ASCE, 136(11), 1329–1339. doi:10.1061/(ASCE)EM.1943-7889.0000179
Lee, S.-H., Uy, B., Kim, S.-H., Choi, Y.-H., and Choi, S.-M. (2011). “Behavior of High-Strength Circular Concrete-Filled Steel Tubular (CFST) Column Under Eccentric Loading.” Journal of Constructional Steel Research, 67(1), 1–13. doi:10.1016/j.jcsr.2010.07.003
  • Kim, D. K. (2005). “A Database for Composite Columns.” M.S. Thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, Georgia.
  • Leon, R. T., Kim, D. K., and Hajjar, J. F. (2007). “Limit State Response of Composite Columns and Beam-Columns Part 1: Formulation of Design Provisions for the 2005 AISC Specification.” Engineering Journal, AISC, 44(4), 341–358.
  • Leon, R. T., and Hajjar, J. F. (2008). “Limit State Response of Composite Columns and Beam-Columns Part II: Application of Design Provisions for the 2005 AISC Specification.” Engineering Journal, AISC, 45(1), 21–46.