Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports

[1]  Hugues Somja,et al.  A new strategy for analysis of erection stages including an efficient method for creep analysis , 2008 .

[2]  Ho-Jung Lee,et al.  Performance of cable-stayed bridge pylons subjected to blast loading , 2011 .

[3]  Antonio R. Marí,et al.  NONLINEAR TIME-DEPENDENT ANALYSIS OF SEGMENTALLY CONSTRUCTED STRUCTURES , 1998 .

[4]  Mo Shing Cheung,et al.  Nonlinear Analysis of Cable Stayed Bridge by Finite Strip Method , 1987 .

[5]  Angel C. Aparicio,et al.  Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck , 2010 .

[6]  N. Gimsing Cable Supported Bridges , 1983 .

[7]  Angel C. Aparicio,et al.  Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays , 2010 .

[8]  Z. Behin,et al.  A substructure-frontal technique for cantilever erection analysis of cable-stayed bridges , 1992 .

[9]  Z. Behin,et al.  Erection analysis of cable-stayed bridges , 1990 .

[10]  John F. Fleming Nonlinear static analysis of cable-stayed bridge structures , 1979 .

[11]  George T. Michaltsos,et al.  A mathematical model for a combined cable system of bridges , 2010 .

[12]  Hong Hao,et al.  Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening , 2010 .

[13]  Christos T. Georgakis,et al.  Cable supported bridges concept and design , 2011 .

[14]  Ian F. C. Smith,et al.  Design optimization and dynamic analysis of a tensegrity-based footbridge , 2010 .

[15]  P. J. García Nieto,et al.  Design and shape optimization of a new type of hollow concrete masonry block using the finite element method , 2011 .

[16]  Hong Hao,et al.  Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations , 2010 .

[17]  Pao-Hsii Wang,et al.  Study on nonlinear analysis of a highly redundant cable-stayed bridge , 2002 .

[18]  Walter Podolny,et al.  Construction and Design of Cable-Stayed Bridges , 1976 .

[19]  Pao-Hsii Wang,et al.  Analysis of cable-stayed bridges during construction by cantilever methods , 2004 .

[20]  José J. Oliveira Pedro,et al.  Nonlinear analysis of composite steel–concrete cable-stayed bridges , 2010 .

[21]  Pao-Hsii Wang,et al.  Initial shape of cable-stayed bridges , 1993 .

[22]  Jamshid Ghaboussi,et al.  Simulation of Construction of Cable-Stayed Bridges , 1999 .

[23]  G. C. Cho Comportamiento estructural y criterios de diseño de los puentes con pretensado extradosado , 2000 .

[24]  João Negrão,et al.  Geometrical nonlinearities on the static analysis of highly flexible steel cable-stayed bridges , 2006 .

[25]  Dan M. Frangopol,et al.  Optimization of retrofitting distortion-induced fatigue cracking of steel bridges using monitored data under uncertainty , 2010 .

[26]  N. C. Cluley,et al.  Analysis of concrete cable-stayed bridges for creep, shrinkage and relaxation effects , 1996 .

[27]  A. M. Abdel-Ghaffar,et al.  Three-dimensional nonlinear static analysis of cable-stayed bridges , 1990 .

[28]  Jose Antonio Lozano-Galant,et al.  Analysis of the construction process of cable-stayed bridges built on temporary supports , 2012 .

[29]  Jacques Mathivat,et al.  The cantilever construction of prestressed concrete bridges , 1983 .