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.

  1. BS: 5400: Part 10: “Steel, concrete and composite Bridges-Part10: Code of practice for fatigue”, British Standards Institution, 1980.
  2. Bridge Rules (in SI units), Ministry of Railways, Govt. of India., Revised 1964.
  3. IRC-22: Standard specifications and code of road bridges, Section-VI, Composite construction, 1986.
  4. Spanscone, E., El-Tawil, S.: Nonlinear Analysis of Steel-Concrete Composite Structures: State of the Art, ASCE J of Structural Engineering, February 2004. pp. 159-166.
  5. Wang. Dongsheng. Di. Tong. Guo. Mingzhu. 2000. Estimated seismic vulnerability of bridges by push-over method. World Information on Earthquake Engineering. 16(2): 47-519.
  6. Wilson. E. L. Suharwardy. A. Habibullah. 1995. A clarification of the orthogonal effects in a tree-dimensional seismic analysis. Earthquake Spectra. 11 (4): 659-666.
  7. Yang. Pu. Li. Yingming. Wang. Yayong. 2000. Improved method of structure pushover analysis. Journal of Building Structures, 2l (1), 44-51.
  8. Kosa, K., Yamaguchi, E., Inokuma, Y., and Tasaki: Investigation and analysis of Bridges and other structures damaged during the Mid Niigata Prefecture Earthquake in2004, Proceedings of the 8th Symposium on Ductility Design Method for Bridges, pp.35-40, 2005.
  9. Suzuki, Tanaka, “A propose of 3-span continuous hybrid cable stayed bridge”, Proceeding of the 56th Annual Conf. of JSCE, ?-A218, 2000.9., pp436-437.
  10. Suzuki, Tsuchida, “Structural Characteristic and Economic Superiority of Hybrid Cable Stayed Bridge with Two-Edge Girders”, Journal of Constructional Steel Vol.8, Nov.2000, Japanese society of Steel Construction 2000.11., pp587-594
  11. Otsuka, Suzuki, “Seismic Analysis of cable-stayed bridge with 2 girders with high pier”, Proceedings of the 56thannual Conf. of JSCE, ?-A299, 2001.10., pp598-599
  12. Y.SUZUKI, H.Otsuka, A.Otsuka, “Investigation of earthquake resistance and cost effect on hybrid cable-stayed bridge with 2-edge girders”, Earthquake Resistance Engineering Structure, 2001.9, pp651-660
  13. Otsuka, Suzuki ,”A proposal of Improvement on Earthquake-Resistant for Composite Cable-Stayed Bridge with 2 Edge Girders and PC Ramen Bridge” ,Journal of Structural Engineering ,JSCE Vol.49A ,2003.3.
  14. Spyrakos, C.C. (1992), “Seismic behavior of bridge piers including soil-structure interaction”, Computers and Structures, Vol. 4, No. 2, pp. 373-384.

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. Citation Detection and Elimination     |     
Journal URL : https://ijsrset.com/IJSRSET1848164

Article Preview