Parametric Study Of Tall Pier Bridges
Dhwani M. Patel
, Umang Parekh
Student, Department of Civil Engineering, L.J.I.E.T, Ahmadabad, India
Student, Department of Civil Engineering, L.J.I.E.T, Ahmadabad, India
Vol. 3, Issue 5 pp. 499-501 🌐 Open Access
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.
Keywords:
Tall pier; Parametric study; Seismic effect; Prestressed deck; Moment
