Civil Engineering Reference
In-Depth Information
[7.22] V. de Ville de Goyet, L'analyse statique non lin´aire par la m´thode des elements finis
des structures spatiales form´es de poutres ` section non sym´trique. Doctoral Thesis,
Universit´ de Li`ge, 1989.
[7.23] P. Boeraeve, Contribution ` l'analyse statique non lin´aire des structures mixtes planes
form´es de poutres, avec prise en compte des effets diff´r´s et des phases de construc-
tion. Doctoral Thesis, Universit´ de Li`ge, 1991.
[7.24] H. Zhou, K. Liu, G. Shi, Y.Q. Wang, Y.J. Shi, G.D. Roeck, Fatigue assessment of a
composite railway bridge for high speed trains. Part I: modeling and fatigue critical
details, J. Constr. Steel Res. 82 (2013) 234-245.
[7.25] K. Liu, H. Zhou, G. Shi, Y.Q. Wang, Y.J. Shi, G.D. Roeck, Fatigue assessment of a
composite railway bridge for high speed trains. Part II: conditions for which a dynamic
analysis is needed, J. Constr. Steel Res. 82 (2013) 246-254.
[7.26] W.M. Zhai, K.Y. Wang, J.H. Lin, Modelling and experiment of railway ballast vibra-
tions, J. Sound Vib. 270 (4-5) (2004) 673-683.
[7.27] Y. Liu, H. Xin, J. He, D. Xue, B. Ma, Experimental and analytical study on fatigue
behavior of composite truss joints, J. Constr. Steel Res. 83 (2013) 21-36.
[7.28] G. Ranzi, G. Leoni, R. Zandonini, State of the art on the time-dependent behaviour
of composite steel-concrete structures, J. Constr. Steel Res. 80 (2013) 252-263.
[7.29] P.H. Mans, Full scale testing of composite plate girder constructed using 70-ksi high
performance steel. MSc Thesis, University of Nebraska-Lincoln, USA, 2001.
[7.30] CEB, RC elements under cyclic loading, Comite Euro-International Du Beton
(CEB), Thomas Telford, 1996.
[7.31] E.G. Burdette, D.W. Goodpasture, Final Report in Full-Scale Bridge Testing an
Evaluation of Bridge Design Criteria, Department of Civil Engineering, The Univer-
sity of Tennessee, USA, 1971.
 
Search WWH ::




Custom Search