Non-Linear Static Analysis of Composite Bridge

Authors(2) :-Tenmey Gehlot, Gajendra Verma

In a few years there are seismic hazard like bhuj earthquake in Gujarat and uttarkashi earthquake in uttrakand. So India focusing to design the earthquake resisting structure therefore static /dynamic non-linear analysis is important to find out the performance level of structure. This paper discusses the pushover analysis of composite bridge structure also composite structures are generally used in construction field due to its economical and efficiency solution. The bridge modelling is analysed by using SAP 2000 vs.16 software. Static non-linear analysis is performed on a model to find out the response of the composite bridge under the action of gravity load.

Authors and Affiliations

Tenmey Gehlot
Civil Engineering Department, , Indore, Madhya Pradesh, India
Gajendra Verma
Civil Engineering Departments, University/Institute/Company, Indore, Madhya Pradesh, India

Seismic Hazard, Non-Linear, Pushover Analysis, Composite, Bridge.

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Publication Details

Published in : Volume 4 | Issue 8 | May-June 2018
Date of Publication : 2018-06-30
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 584-589
Manuscript Number : IJSRSET1848164
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

Cite This Article :

Tenmey Gehlot, Gajendra Verma, " Non-Linear Static Analysis of Composite Bridge, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 8, pp.584-589, May-June-2018.
Journal URL : http://ijsrset.com/IJSRSET1848164

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