Discussions and closures

International Journal of Steel Structures - Tập 12 - Trang 615-616 - 2013
Huanjun Jiang1, Bo Fu1, Faham Tahmasebinia2, Gianluca Ranzi2, Alessandro Zona3
1State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China
2School of Civil Engineering, The University of Sydney, Sydney, Australia
3School of Architecture and Design, University of Camerino, Ascoli Piceno, Italy

Tài liệu tham khảo

Nie, J., Fan, J., and Cai, C. S. (2008). “Experimental study of partially shear-connected composite beams with profiled sheeting.” Engineering Structures, 30, pp. 1–12. Dall’Asta, A. and Zona, A. (2004). “Comparison and validation of displacement and mixed elements for the non-linear analysis of continuous composite beams.” Computers and Structures, 82(23–26), pp. 2117–2130. Spacone, E. and El-Tawil, S. (2004). “Nonlinear analysis of steel-concrete composite structures: State of the art.” Journal of Structural Engineering, 130, pp. 59–168. Tahmasebinia, F., Ranzi, G., and Zona, A. (2012). “A probabilistic three-dimensional finite element study on simply-supported composite floor beams.” Australian Journal of Structural Engineering, 12(3), pp. 251–262. Zona, A. and Ranzi, G. (2011). “Finite element models for nonlinear analysis of steel-concrete composite beams with partial interaction in combined bending and shear.” Finite Elements in Analysis and Design, 47(2), pp. 98–118.