IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING

May 2024
Vol-10, Issue-3
Paper ID: 24119
ISSN: 2395-4396
Downloads: 0

Abstract & Details

Research Area
Civil Engineering
Keywords
Dynamic collapse Conventional bridges motion and distortion
Abstract
To find out if and how A set of 1 g shaking table tests were carried out to determine how much the integration of the girder, abutments, and backfill may improve the seismic stability of already constructed bridges. The following three categories of little bridge models were put to the test: (1) the conventional type, which consists of a beam supported by two gravity supports (without a pile foundation) by means of fixed and movable bearings; (2) integrated beam and supports; and (3) reinforced backfill, which is formed by two layers of large-diameter nails attached to both the top of the abutment and its toe or heel. (A series of 1 g shaking table experiments were performed to find out if and how combining girder, abutment, and backfill may greatly boost the seismic stability of existing bridges. The trio of kinds of small model bridges that were tested are: (1) conventional type, consisting of two beams supported by gravity-type piers (without pile foundations) supported by fixed and movable bearings (2) An integrated girder and abutments

Author Information

# Name Institute / Affiliation
1 Bhosale Sushant Balu Jaihind College of Engineering Kuran Pune 410502
2 Darekar Nilkanth Devidas Jaihind College of Engineering Kuran Pune 410502
3 Bhagwat Omkar Suresh Jaihind College of Engineering Kuran Pune 410502

How to Cite

Use the following formats to cite this article in your research.

APA Style
Balu, Bhosale Sushant, Devidas, Darekar Nilkanth, & Suresh, Bhagwat Omkar (2024). IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING. International Journal of Advance Research and Innovative Ideas In Education, 10(3), 4131-4135.
MLA Style
Balu, Bhosale Sushant, et al. "IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING." International Journal of Advance Research and Innovative Ideas In Education, vol. 10, no. 3, 2024, pp. 4131-4135.
IEEE Style
Bhosale Sushant Balu, Darekar Nilkanth Devidas, and Bhagwat Omkar Suresh, "IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING," International Journal of Advance Research and Innovative Ideas In Education, vol. 10, no. 3, pp. 4131-4135, 2024.
Vancouver Style
Balu Bhosale Sushant, Devidas Darekar Nilkanth, Suresh Bhagwat Omkar. IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING. International Journal of Advance Research and Innovative Ideas In Education. 2024;10(3):4131-4135.
Harvard Style
Balu, Bhosale Sushant, Devidas, Darekar Nilkanth, & Suresh, Bhagwat Omkar (2024) 'IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING', International Journal of Advance Research and Innovative Ideas In Education, 10(3), pp. 4131-4135.
Chicago Style
Balu, Bhosale Sushant, Darekar Nilkanth Devidas, and Bhagwat Omkar Suresh. "IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING." International Journal of Advance Research and Innovative Ideas In Education 10, no. 3 (2024): 4131-4135.
Turabian Style
Balu, Bhosale Sushant, Darekar Nilkanth Devidas, and Bhagwat Omkar Suresh. "IMPROVEMENT OF STABILITY OF BRIDGE BY USING BEARING." International Journal of Advance Research and Innovative Ideas In Education 10, no. 3 (2024): 4131-4135.

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