IJSTE

CALL FOR PAPERS : December-2022

Submission Last Date
25-December-22
Submit Manuscript Online

FOR AUTHORS

FOR REVIEWERS

ARCHIEVES

DOWNLOADS

Open Access



CopyScape
Creative Commons License

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

IMPACT FACTOR

4.753

NEWS & UPDATES

Submit Article

Dear Authors, You can submit your article to our journal at the following link: http://www.ijste.org/Submit

Impact Factor

The Impact Factor of our Journal is 4.753 (Year - 2016)
3.905 (Year - 2015) 2.895(Year -2014)

Click Here

Submit Payment Online

Dear Authors, Now you can submit the payment receipt to our journal online at the following link: index.php?p=Payment

1

1

GLOBAL INDEXING



















Computer Science Directory. We are listed under Computer Research Institutes category

Share on Social media

Home | Privacy Policy | Terms & Conditions | Refund Policy | Feedback | Contact Us
Copyright © 2014 ijste.org All rights reserved