Add to ORKGAbstract: A method combining optimization theory and orderly-erection analysis is introduced to calculate the suitable cable forces during cantilever construction of long span arch bridges. The cable forces are acquired by minimizing the control moment on arch ring with first order method. Corresponding programs for this analysis was generated based on the common FEM software – ANSYS. The result indicates that this method is effectively and can be spread widely
The study deals with the optimum suspended-deck bridge (i.e. suspension, cable-stayed and tied-arch ...
This paper studies cable-stayed bridges (CBSs), with special focus on the initial force distri-butio...
Cable-stayed bridges have been developing rapidly in the last decade and have become one of the most...
AbstractThe paper put forward an optimizing calculation method to optimize the cable initial force o...
Abstract It is difficult to calculate the buckle cable force for the cantilever casting concrete arc...
This paper presents with an effective and fast approach to the optimization of the pretension forces...
Modern cable-stayed bridges are spatial, multicable systems. The cable force needs to be adjusted du...
This paper studies cable-stayed bridges (CSBs), with special focus on the initial force distribu-tio...
The hangers of self-anchored suspension bridge need to be tensioned suitably during construction. In...
The study deals with the optimum suspended-deck bridge (i.e. suspension, cable-stayed and tied-arch ...
This paper studies cable-stayed bridges (CBSs), with special focus on the initial force distri-butio...
Cable-stayed bridges have been developing rapidly in the last decade and have become one of the most...
AbstractThe paper put forward an optimizing calculation method to optimize the cable initial force o...
Abstract It is difficult to calculate the buckle cable force for the cantilever casting concrete arc...
This paper presents with an effective and fast approach to the optimization of the pretension forces...
Modern cable-stayed bridges are spatial, multicable systems. The cable force needs to be adjusted du...
This paper studies cable-stayed bridges (CSBs), with special focus on the initial force distribu-tio...
The hangers of self-anchored suspension bridge need to be tensioned suitably during construction. In...
The study deals with the optimum suspended-deck bridge (i.e. suspension, cable-stayed and tied-arch ...
This paper studies cable-stayed bridges (CBSs), with special focus on the initial force distri-butio...
Cable-stayed bridges have been developing rapidly in the last decade and have become one of the most...