Parametric Study Of Tall Pier Bridges

Authors

  • Dhwani M. Patel Student, Department of Civil Engineering, L.J.I.E.T, Ahmadabad
  • Umang Parekh Assistant Professor, Department of Civil Engineering, L.J.I.E.T, Ahmadabad

Keywords:

Tall pier; Parametric study; Seismic effect; Prestressed deck; Moment

Abstract

 This study presents parametric study of prestressed concrete tall pier bridges. Here, parametric study is
done various deck length 50m, 75m &100m. This analysis having all the load cases as per IRC codal provision. This
analysis will be carried out for seismic concept in tall pier bridges. Study mainly focus on the evaluating moment for
different load cases and varying deck length. Results of moment will increase with increase of deck length. Maximum
moment for the each condition will be used for pier design.

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Published

2016-05-25

How to Cite

Dhwani M. Patel, & Umang Parekh. (2016). Parametric Study Of Tall Pier Bridges. International Journal of Advance Research in Engineering, Science & Technology, 3(5), 499–501. Retrieved from https://ijarest.org/index.php/ijarest/article/view/661

Issue

Vol. 3 No. 5 (2016): Volume: 03, Issue: 05 - May, 2016.

Section

Articles