Analysis of Tall Pier Bridges
Author(s):
Dhwani M. Patel , L.J.I.E.T, Ahmadabad; Prof. Umang Parekh, L.J.I.E.T, Ahmadabad
Keywords:
Tall pier; Seismic condition; Response spectrum; 3-Modelling; Wind load
Abstract:
This paper describes a methodology for the analysis of Prestressed Reinforced Concrete Tall Pier bridge, which are typically used in deep valley bridge viaducts. Piers are usually considered tall when the shaft has a height excess of 30 m. parametric study has been done for various pier heights and varying deck length considering various loading conditions. Various analysis has been performed for the Prestressed RC bridge with help of CSI BRIDGE Software. The main objective of the study is to determine for which load case in bridge is governing for design and having high displacement and moment value.
Other Details:
| Manuscript Id | : | IJSTEV2I11175
|
| Published in | : | Volume : 2, Issue : 11
|
| Publication Date | : | 01/06/2016
|
| Page(s) | : | 255-257
|
Download Article
