Complete function collocation method for solving preliminary cable-stayed bridge pretension forces
Published in Bridge Structures • Jun 1, 2008
NobleIDNI5P78W97R85S47
Authors:,,
Wai Sun Shum
Chuk-Chit Tsang
Zhang Lin
Abstract
A proposal for a numerical method based on the complete solution collocation method is presented to solve the cable-stayed bridge engineering structural problem. This complete function collocation method is presented from the viewpoint of calculating
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