Issue 38

P. Lonetti et alii, Frattura ed Integrità Strutturale, 38 (2016) 359-376; DOI: 10.3221/IGF-ESIS.38.46 376 [19] Orbison, J., Nonlinear static analysis of three-dimensional steel frames. Cornell University, Ithaca, New York, (1982). [20] Liew, J., Tang, L., Nonlinear refined plastic hinge analysis of space frame structure. National university of Singapore, Singapore (1988). [21] Kim, S.E., Kim, M.K., Chen, W.F., Improved refined plastic hinge analysis accounting for strain reversal. Engineering Structures, 22 (2000) 15-25. DOI: 10.1016/S0141-0296(98)00079-0. [22] Thai, H.T., Kim, S.E., Second-order inelastic dynamic analysis of steel frames using fiber hinge method. Journal of Constructional Steel Research, 67 (2011) 1485-1494. DOI: 10.1016/j.jcsr.2011.03.022. [23] Thai, H.T., Kim, S.E., Second-order inelastic analysis of cable-stayed bridges. Finite Elements in Analysis and Design, 53 (2012) 48-55. DOI: 10.1016/j.finel.2011.07.002 [24] Nagai, M., Iwasaki, H., Nogami, K.. Effect of inelastic behavior of cables on ultimate behavior and strength of a 600-m steel cable-stayed bridge. in Second MIT conference on Computational Fluid and Solid Mechanics. (2003). [25] Zhang, Z., et al., Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength. Frontiers of Architecture and Civil Engineering in China, 3 (2009) 286-291. [26] Zhang, Z., et al., Study of limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength. Dalian Ligong Daxue Xuebao/Journal of Dalian University of Technology, 48 (2008) 387-391. [27] Hui-Li, W., et al., Geometric nonlinear analysis of self-anchored cable-stayed suspension bridges. The Scientific World Journal, (2013). DOI: 10.1155/2013/734387. [28] Wang, H.L., et al., The Basic differential equations of self-anchored cable-stayed suspension bridge. Mathematical Problems in Engineering, (2010). DOI: 10.1155/2010/805195. [29] Lonetti, P., Pascuzzo, A., Design analysis of the optimum configuration of self-anchored cable-stayed suspension bridges. Structural Engineering and Mechanics, 51 (2014) 847-866. DOI: 10.12989/sem.2014.51.5.847. [30] Bruno, D., Greco, F., Lonetti, P., Dynamic impact analysis of long span cable-stayed bridges under moving loads. Engineering Structures, 30 (2008) 1160-1177. DOI: 10.1016/j.engstruct.2007.07.001. [31] Bruno, D., Lonetti, P., Pascuzzo, A., An optimization model for the design of network arch bridges. Computers & Structures, 170 (2016) 13-25. DOI: 10.1016/j.compstruc.2016.03.011. [32] Lonetti, P., Pascuzzo, A., Davanzo, A., Dynamic Behavior of Tied-Arch Bridges under the Action of Moving Loads. Mathematical Problems in Engineering, (2016). DOI: 10.1155/2016/2749720. [33] Kim, S.E., Choi, S.H., Practical second-order inelastic analysis for three-dimensional steel frames subjected to distributed load. Thin-Walled Structures, 43 (2005) 135-160. DOI: 10.1016/j.tws.2004.09.001. [34] Chan, S.L., Chui, P.P.T., Non-linear static analysis allowing for plastic hinges and semi-rigid joints, in: Non-Linear Static and Cyclic Analysis of Steel Frames with Semi-Rigid Connections, S.L.C.P.T. Chui, Elsevier Science Ltd, Oxford, (2009) 123-194. [35] Greco, F., Lonetti P., Pascuzzo, A., Dynamic analysis of cable-stayed bridges affected by accidental failure mechanisms under moving loads. Mathematical Problems in Engineering, (2013). DOI: 10.1155/2013/302706. [36] Lonetti, P., Pascuzzo, A., Vulnerability and failure analysis of hybrid cable-stayed suspension bridges subjected to damage mechanisms. Engineering Failure Analysis, 45 (2014) 470-495. DOI: 10.1016/j.engfailanal.2014.07.002. [37] Bruno, D., Greco, F., Lonetti, P., A parametric study on the dynamic behavior of combined cable-stayed and suspension bridges under moving loads. International Journal of Computational Methods in Engineering Science and Mechanics, 10 (2009), 243-258. DOI: 10.1080/15502280902939452. [38] Papadopoulos, P., Lu, J., A general framework for the numerical solution of problems in finite elasto-plasticity. Computer Methods in Applied Mechanics and Engineering, 159 (1998) 1-18. DOI: 10.1016/S0045-7825(98)80101-1. [39] Papadopoulos, P., Lu, J., On the formulation and numerical solution of problems in anisotropic finite plasticity. Computer Methods in Applied Mechanics and Engineering, 190 (2001) 4889-4910. DOI: 10.1016/S0045-7825(00)00355-8. [40] COMSOL, Reference manual. (2012). [41] Lonetti, P., Pascuzzo, A., Optimum design analysis of hybrid cable-stayed suspension bridges. Advances in Engineering Software, 73 (2014) 53-66. DOI: 10.1016/j.advengsoft.2014.03.004. [42] Highway, A.A.o.S. and T. Officials, AASHTO LRFD bridge design specifications: customary U.S. Units. American Association of State Highway and Transportation Officials, (2007).