# Composite Frame System Studies

From Composite Systems

## Summarized Studies

Author(s) | Year | Publication | Reference | Links |
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Han, Wamg, & Zhao | 2008 | Engineering Structures | Han, L.-H., Wang, W.-D., and Zhao, X.-L. (2008). "Behaviour of Steel Beam to Concrete-Filled SHS Column Frames: Finite Element Model and Verifications," Engineering Structures, 30 (6), pp. 1647-1658. doi:10.1016/j.engstruct.2007.10.018 | Summary |

Herrera, Ricles, & Sause | 2006 | Proceedings of the 8th U.S. National Conference on Earthquake Engineering | Herrera, R., Ricles, J., and Sause, R. (2006). “Experimental Study of a Large-Scale Composite MRF System with CFT Columns under Seismic Loading,” Proceedings of the 8th U.S. National Conference on Earthquake Engineering, San Francisco, California, 18-22 April 2006, EERI, Oakland, California. | Summary |

Herrera, Ricles, & Sause | 2008 | Journal of Structural Engineering | Herrera, R. A., Ricles, J. M., and Sause, R. (2008). “Seismic Performance Evaluation of a Large-Scale Composite MRF Using Pseudodynamic Testing.” Journal of Structural Engineering, Vol. 134, No. 2, pp. 279-288. | Summary |

Kawaguchi, Morino, Sugimoto & Shirai | 2002 | Composite Construction in Steel and Concrete IV | Kawaguchi, J., Morino, S., Sugimoto, T., and Shirai, J. (2002). “Experimental Study on Structural Characteristics of Portal Frames Consisting of Square CFT Columns,” Composite Construction in Steel and Concrete IV, Hajjar, J. F., Hosain, M., Easterling, W. S., and Shahrooz, B. M. (eds.), United Engineering Foundation, American Society of Civil Engineers, Reston, Virginia. | Summary |

Lin, Weng, Tsai, Hsiao, Chen, & Lai | 2004 | Proceedings of the 13th World Conference on Earthquake Engineering (13WCEE) | Lin, M.-L., Weng. Y.-T., Tsai, K.-C., Hsiao, P.-C., Chen, C.-H., and Lai, J.-W. (2004). “Pseudo-Dynamic Test of a Full-Scale CFT/BRB Frame: Part 3 – Analysis and Performance Evaluation,” Proceedings of the 13th World Conference on Earthquake Engineering (13WCEE), Vancouver, B.C., Canada, 1-6 August 2004. | Summary |

Matsui | 1985 | Proceedings of the International Specialty Conference on Concrete Filled Tubular Structures | Matsui, C. (1985) “Strength and Behavior of Frames with Concrete Filled Square Steel Tubular Columns Under Earthquake Loading” Proceedings of the International Specialty Conference on Concrete Filled Tubular Structures, pp. 104-111. | Summary |

Matsui | 1986 | Proceedings of the Pacific Structural Steel Conference | Matsui, C. (1986). “Strength and Deformation Capacity of Frames Composed of Wide Flange Beams and Concrete Filled Square Steel Tubular Columns,” Proceedings of the Pacific Structural Steel Conference, Auckland, New Zealand, 4-8 August 1986, Vol. 2, pp. 169-181. | Summary |

Morino, Kawagushi, Yasuzaki & Kanazawa | 1993 | Composite Construction in Steel and Concrete II | Morino, S., Kawaguchi, J., Yasuzaki, C., and Kanazawa, S. (1993). “Behavior of Concrete-Filled Steel Tubular Three-Dimensional Subassemblages,” Composite Construction in Steel and Concrete II, Proceedings of the Engineering Foundation Conference, Easterling, W. S. and Roddis, W. M. (eds.), Potosi, Missouri, June 14-19, 1992, ASCE, New York, New York, pp. 726-741. | Summary |

Tsai, Hsiao, Wang, Weng, Lin, Chen & Lai | 2008 | Earthquake Engineering & Structural Dynamics | Tsai, K.-C., Hsiao, P.-C., Wang, K.-J., Weng, Y.-T., Lin, M.-L., Lin, K.-C., Chen, C.-H., Lai, J.-W., and Lin, S.-L. (2008). “Pseudo-Dynamic Tests of a Full-Scale CFT/BRB Frame - Part I: Specimen Design, Experiment and Analysis.” Earthquake Engineering & Structural Dynamics, 37(7), 1081–1098. doi:10.1002/eqe.804 | Summary |

Tsai & Hsaio | 2008 | Earthquake Engineering & Structural Dynamics | Tsai, K.-C., and Hsiao, P.-C. (2008). “Pseudo-Dynamic Test of a Full-Scale CFT/BRB Frame - Part II: Seismic Performance of Buckling-Restrained Braces and Connections.” Earthquake Engineering & Structural Dynamics, 37(7), 1099–1115. doi:10.1002/eqe.803 | Summary |

## Supplementary References

Author(s) | Year | Publication | Reference |
---|---|---|---|

Braconi, Bursi, Fabbrocino, Salvatore & Tremblay | 2008 | Earthquake Engineering and Structural Dynamics | Braconi, A., Bursi, O. S., Fabbrocino, G., Salvatore, W. and Tremblay, R. (2008), Seismic performance of a 3D full-scale high-ductility steel–concrete composite moment-resisting structure—Part I: Design and testing procedure. Earthquake Engng. Struct. Dyn., 37: 1609–1634. doi:10.1002/eqe.829 |

Braconi, Burci, Fabbrocino, Salvatore, Taucer & Tremblay | 2008 | Earthquake Engineering and Structural Dynamics | Braconi, A., Bursi, O. S., Fabbrocino, G., Salvatore, W., Taucer, F. and Tremblay, R. (2008), Seismic performance of a 3D full-scale high-ductile steel–concrete composite moment-resisting frame—Part II: Test results and analytical validation. Earthquake Engng. Struct. Dyn., 37: 1635–1655. doi:10.1002/eqe.843 |

Chan, Liu & Chu | 2012 | Tubular Structures XIV | Chan, S. L., Liu, Y. P., Liu, S. W., Chu, R. (2012), "Advanced analysis and design of structures composed of concrete-filled hollow sections," Tubular Structures XIV - Proceedings of the 14th International Symposium on Tubular Structures, ISTS 2012, 721-728. |

Goto | 2012 | Tubular Structures XIV | Goto, K. (2012), "Seismic response and damage limit of concrete filled steel tube frame," Tubular Structures XIV - Proceedings of the 14th International Symposium on Tubular Structures, ISTS 2012, 533-539. |

Han, Wang, & Tao | 2011 | Journal of Constructional Steel Research | Han, L.-H., Wang, W.-D., and Tao, Z. (2011). "Performance of circular CFST column to steel beam frames under lateral cyclic loading." Journal of Constructional Steel Research, 67 (5), pp. 876-890. doi:10.1016/j.jcsr.2010.11.020 |

Hu & Leon | 2011 | Nonlinear Dynamics | Hu, J. and Leon, R. (2011). "Analyses and evaluations for composite-moment frames with SMA PR-CFT connections." Nonlinear Dynamics, 65(4), pp. 433-455. doi:10.1007/s11071-010-9903-3 |

Huang, Yi, & Nie | 2011 | Applied Mechanics and Materials | Huang, Y., Yi, W. J., and Nie., J. G. (2011). "Finite Element Analysis on Load-Bearing Behavior of Concrete Filled Steel Tubular Composite Frames." Applied Mechanics and Materials, v. 71-78, Frontiers of Green Building, Materials and Civil Engineering, 1683-1686. doi:10.4028/www.scientific.net/AMM.71-78.1683 |

Huang, Yi, & Nie | 2012 | Steel and Composite Structures | Huang, Y., Yi, W. and Nie, J. (2012) "Seismic analysis of CFST frames considering the effect of the floor slab," Steel and Composite Structures, 13(4), 397-408 |

Huang | 2005 | Ph.D. Dissertation, Michigan State University | Huang, Z. (2005). “Seismic Behavior Of Moment Resisting Frames With High-Strength Square CFT Columns.” Ph.D. Dissertation, Michigan State University, East Lansing, Michigan. |

Matsui & Ikezaki | 1981 | Abstracts of the Annual Congress of AIJ | Matsui, C. and Ikezaki, M. (1981). “Elastic-Plastic Behavior of Frames with Concrete Filled Square Steel Tubular Columns Under Vertical and Horizontal Loads,” Abstracts of the Annual Congress of AIJ, September, pp. 2123-2124. |

Matsui & Shiiba | 1982 | Abstracts of the Annual Congress of AIJ | Matsui, C. and Shiiba, K. (1982). “An Experimental Study on Horizontal Strength and Deformation Capacity of Frames with Concrete-Filled Steel Tubular Columns,” Abstracts of the Annual Congress of AIJ, October, pp. 2729-2730. |

Matsui & Tsuda | 1987 | Proceedings of the International Meeting on Safety Criteria in Design of Tubular Structures | Matsui, C. and Tsuda, K. (1987). “Ultimate Strength of Square Steel Tubular Members and Frames,” Proceedings of the International Meeting on Safety Criteria in Design of Tubular Structures, Japan, July. |

Mo & Wang | 1991 | Proceedings of the Third International Conference on Steel-Concrete Composite Structures | Mo, D. and Wang, X. (1991). “Design and Construction of Frame with Concrete Filled Steel Tubular Columns for Tailn Kailn Workshop,” Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, September 26-29, 1991, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 263-266. |

Mo & Wang | 1991 | Proceedings of the Third International Conference on Steel-Concrete Composite Structures | Mo, D. and Wang, X. (1991). “Design and Construction of Frame with Concrete Filled Steel Tubular Columns for Tailn Kailn Workshop,” Proceedings of the Third International Conference on Steel-Concrete Composite Structures, Wakabayashi, M. (ed.), Fukuoka, Japan, September 26-29, 1991, Association for International Cooperation and Research in Steel-Concrete Composite Structures, pp. 263-266. |

Nie, Huang, Yi & Fan | 2012 | Journal of Constructional Steel Research | Nie, J., Huang, Y., Yi, W., and Fan, J. (2012). “Seismic behavior of CFRSTC composite frames considering slab effects.” Journal of Constructional Steel Research, 68(1), 165–175. doi:10.1016/j.jcsr.2011.08.006 |

Pan & Zhan | 2011 | Advanced Materials Research | Pan, J. and Zhan, W. (2011). “Sensitivity Analysis of CFST Frame Sidesway Based on Correlation.” Advanced Materials Research, 216, 56-60. doi:10.4028/www.scientific.net/AMR.216.56 |

Park, Hwang, Leon & Hu | 2011 | KSCE Journal of Civil Engineering | Park, T., Hwang, W.-S., Leon, R. T, and Hu, J. W. (2011). “Damage evaluation of composite-special moment frames with concrete-filled tube columns under strong seismic loads.” KSCE Journal of Civil Engineering, 15(8), 1381-1394. doi:10.1007/s12205-011-1225-6 |

Tort & Hajjar | 2006 | Proceedings of the Fifth Behaviour of Steel Structures in Seismic Areas (STESSA 2006) | Tort, C. and Hajjar, J. F. (2006). Seismic Demand and Capacity Evaluation of Rectangular Concrete-Filled Steel Tube (RCFT) Members and Frames,” Proceedings of the Fifth Behaviour of Steel Structures in Seismic Areas (STESSA 2006), Mazzolani, F. M. (ed.), Yokohama, Japan, August 14-17, 2006, Taylor and Francis, London, pp. 651-656. |

Tort & Hajjar | 2006 | Eighth National Conference on Earthquake Engineering, San Francisco, California | Tort, C. and Hajjar, J. F. (2006). ”Development of Seismic Demand and Capacity Assessment Methodology for Rectangular Concrete-Filled Steel Tube (RCFT) Members and Frames,” Eighth National Conference on Earthquake Engineering, San Francisco, California, April 18-22, 2006, Earthquake Engineering Research Institute, Oakland, California. |

Tort & Hajjar | 2007 | Proceedings of Computational Methods in Structural Dynamics and Earthquake Engineering | Tort, C. and Hajjar, J. F. (2007). “A Mixed Finite Element Approach for Nonlinear Dynamic Analysis of Composite Rectangular Concrete-Filled Steel Tube (RCFT) Frames,” Proceedings of Computational Methods in Structural Dynamics and Earthquake Engineering, Rethymno, Greece, June 13-16, 2007, National Technical University of Athens, Athens, Greece. |

Wang, Yuan, Pan & Chen | 2006 | Advanced Steel Construction | Wang, Z., Yuan, J., Pan, J., and Chen, J. (2006). “The study on semirigid joints in CFST frame.” Advanced Steel Construction, 2(4), 389-399. |

Wang, Han, & Zhao | 2009 | Journal of Constructional Steel Research | Wang, W.-D., Han, L.-H., and Zhao, X.-L. (2009). “Analytical behavior of frames with steel beams to concrete-filled steel tubular column.” Journal of Constructional Steel Research, 65(3), 497-508. doi:10.1016/j.jcsr.2008.11.002 |

Wang, Han, & Uy | 2008 | Journal of Constructional Steel Research | Wang, W.-D., Han, L.-H., and Uy, B. (2008). “Experimental behaviour of steel reduced beam section to concrete-filled circular hollow section column connections.” Journal of Constructional Steel Research, 64(5), 493–504. doi:10.1016/j.jcsr.2007.10.005 |

Wang & Shima | 2009 | Proc. SPIE 7522 | Wang, Y., and Shima, H. (2009). "Research on seismic behavior and filling effect of a new CFT column-CFT beam frame structure", Proc. SPIE 7522, 75223J (2009); doi:10.1117/12.851402 |

Xu & Kawano | 2007 | Proceedings of the Eighth Pacific Structural Steel Conference | Xu, P. Z., and Kawano, A. (2007). “The Feasibility of CFT Frames Forming Column Yield Mechanism.” Proceedings of the Eighth Pacific Structural Steel Conference, Wairakei, New Zealand. |

Xu, Zhang, Guo & Wang | 2011 | Transactions of Tianjin University | Xu, M., Zhang, S., Guo, L., and Wang, Y. (2011). “Progressive collapse analysis of concrete-filled steel tubular frames with semi-rigid connections.” Transactions of Tianjin University, 17(6), 461–468. doi:10.1007/s12209-011-1672-7 |

Yan & Jia | 2010 | Earthquake Engineering and Engineering Vibration | Yan, C. and Jia, J. (2010). “Seismic performance of steel reinforced ultra high-strength concrete composite frame joints.” Earthquake Engineering and Engineering Vibration, 9(3), p. 439-448. doi:10.1007/s11803-010-0027-z |

Yang & Han | 2012 | Thin-Walled Structures | Yang, Y. F. and Han L. H. (2012). “Concrete filled steel tube (CFST) columns subjected to concentrically partial compression.” Thin-Walled Structures, 50(1), p. 147-156. doi:10.1016/j.tws.2011.09.007 |

Ying, Wei, & Guo | 2009 | Proceedings of 2nd International Conference on Modelling and Simulation, (ICMS2009) | Ying, L. Wei, G., and Guo, F. J. (2009). “MATLAB in comparative study on seismic behavior of concrete-filled steel tubular multi-story composite frame structures.” Proceedings of 2nd International Conference on Modelling and Simulation, (ICMS2009), v. 1, p. 382-385. |

Zhang, Gao, & Gong | 2012 | Journal of Constructional Steel Research | Zhang, D., Gao, S., and Gong, J. (2012). “Seismic behaviour of steel beam to circular CFST column assemblies with external diaphragms.” Journal of Constructional Steel Research, 76, 155–166. doi:10.1016/j.jcsr.2012.03.024 |