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title

Constructing Bridge Columns Using Pre-stressed Concrete for Earthquake Resistance

Credit to Download: 1 | Page Numbers 13 | Abstract Views: 113
Year: 2017
Present: ارايه پوستري
COI code: ICSAU05_0586
Paper Language: English

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Authors Constructing Bridge Columns Using Pre-stressed Concrete for Earthquake Resistance

Mehdi Hosseinpour - Department of Civil Engineering, EMU, Gazimagusa – North Cyprus, via Mersin 10 Turkey
Murude Celikag - Department of Civil Engineering, EMU, Gazimagusa – North Cyprus, via Mersin 10 Turkey
  Habib Akbarzadehbengar - Department t of Civil Engineering, University of Mazandaran, Babolsar, Iran,

Abstract:

The modern-day structures are capable of surviving significant shaking caused by earthquakes. By implementing unbounded pre-stressed concrete in bridge columns, earthquake damages can be significantly lower than that of a standard reinforced concrete bridge column, by reducing the amount of residual displacement. Reducing the amount of damage will allow for speedy repairs on the bridge and minimal closure time. The principle behind pre-stressed concrete is that compressive stresses induced by high-strength steel tendons in a concrete member before loads are applied will balance the tensile stresses imposed in the member during service

Keywords:

Pre-stressed concrete, bridge columns, tension, steel, OpenSees

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https://www.civilica.com/Paper-ICSAU05-ICSAU05_0586.html
COI code: ICSAU05_0586

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Hosseinpour, Mehdi; Murude Celikag & Habib Akbarzadehbengar, 2017, Constructing Bridge Columns Using Pre-stressed Concrete for Earthquake Resistance, 5th international congress of structure, architecture and urban development, تهران, دبيرخانه دايمي كنفرانس, https://www.civilica.com/Paper-ICSAU05-ICSAU05_0586.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Hosseinpour, Mehdi; Murude Celikag & Habib Akbarzadehbengar, 2017)
Second and more: (Hosseinpour; Celikag & Akbarzadehbengar, 2017)
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