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Response to Seismic Effect on Cable Stayed Bridges with Different Cable System Under Consideration of SSI

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Proceedings of the Indian Geotechnical Conference 2019

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 134))

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Abstract

The prime aim of the study is to present response to seismic effect on cable stayed bridges with different cable system taking under consideration SSI. It is very much known that Soil Foundation Structure Interaction relies greatly on various factors such as soil and its properties, manner and type of structure and/or its foundation. The factors like the E.Q. induced motions/vibrations are also to be considered as important too. In this paper, the emphasis is on the simplified model and foundation on piles. For the modelling, author has used SAP2000 software. The study includes the response of the bridge modelled towards variation in the cable system under consideration of SSI. Quincy Bayview Bridge is taken as a reference, and six models are created with variation in cable system (ranging from original cable stayed bridge to suspension type, composite bridge and cable stayed suspension hybrid bridge). Soil modelling is done using the spring and dashpots (Kelvin element) for simulation of SSI effects. The results observed that effects of SSI have a substantial impact on selection of cable system for any cable stayed bridges

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Author information

Authors and Affiliations

  1. Currently Research Scholar, SVNIT, Surat, Gujarat, India

    J. H. Gabra

  2. Applied Mechanics Department, SVNIT, Surat, Gujarat, India

    Atul K. Desai

Authors
  1. J. H. Gabra
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  2. Atul K. Desai
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Corresponding author

Correspondence to J. H. Gabra .

Editor information

Editors and Affiliations

  1. Department of Applied Mechanics, Sardar Vallabhbhai National Institute of Technology, Surat, India

    Satyajit Patel

  2. Department of Applied Mechanics, Sardar Vallabhbhai National Institute of Technology, Surat, India

    C. H. Solanki

  3. Department of Civil, Materials, and Environmental Engineering, University of Illinois, Chicago, Chicago, IL, USA

    Krishna R. Reddy

  4. Department of Civil Engineering, Edith Cowan University, Joondalup, WA, Australia

    Sanjay Kumar Shukla

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Gabra, J.H., Desai, A.K. (2021). Response to Seismic Effect on Cable Stayed Bridges with Different Cable System Under Consideration of SSI. In: Patel, S., Solanki, C.H., Reddy, K.R., Shukla, S.K. (eds) Proceedings of the Indian Geotechnical Conference 2019 . Lecture Notes in Civil Engineering, vol 134. Springer, Singapore. https://doi.org/10.1007/978-981-33-6370-0_65

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  • DOI: https://doi.org/10.1007/978-981-33-6370-0_65

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-33-6369-4

  • Online ISBN: 978-981-33-6370-0

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