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.
Chen, C., Wang, C., and Sun, H. (2014). "Experimental Study on Seismic Behavior of Full Encased Steel-Concrete Composite Columns." Journal of Structural Engineering, ASCE, 140(6). doi:10.1061/(ASCE)ST.1943-541X.0000951