Informatics Publishing Limited

Chenna Rajaram ¹, Ramancharla Pradeep Kumar ², Ajay Pratap Singh ³, Kapil Mohan ³, Bal Krishna Rastogi ³

Affiliations
1 Earthquake Engineering Research Centre, IIIT-Hyderabad, Hyderabad, IN
2 Department of Civil Engineering, Earthquake Engineering Research Centre, IIIT-Hyderabad, Hyderabad, IN
3 Institute of Seismological Research, Gujarat, IN

Abstract

Jetties are one of the most important structures in the coastal area, which can be used for transporting large quantities of goods and raw materials from one place to the other. Their functionality is very much essential because they are lifeline structures of the country. It is observed during the past earthquakes that jetties have been damaged even under mild shaking. Damaged and unserviceable jetties cause delay of export and import business. It directly affects the economy of particular region in terms of business, employment and growth. This clearly indicates the need to design these facilities so that they can withstand natural disasters particularly earthquakes and tsunamis. In this paper, a study has been carried out to find out the damage (D) to the Jetty. The Jetty is modeled using 2D Applied Element Method (AEM) to perform damage analysis of structure. Pushover analysis is done to get base shear vs roof displacement of building using displacement control method. Using the dissipated energy approach, damage is quantified at every displacement level and normalized to 1. A fragility curve has been developed to quantify the damage of Jetty with respect to different peak ground accelerations. The damage values were calculated for the PGA values of KHF Mandvi, NKF Jodiya and KMF Jhangi and found that the Jetty got light damage (D=0.2), and moderate damage (D=0.38 and 0.42) respectively.

Keywords

Jetty, Non-Linear Analysis, Fragility Curve, Damage.

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