Fire resistance of high strength concrete columns under axial restraint

This study aims to study the structural behavior of axially-restrained high strength concrete (HSC) columns under fire. To achieve this, a material model for HSC under high temperature is developed. The model includes transient strain in an explicit way, and is an extension of Kodur’s work. An exist...

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Bibliographic Details
Main Author: Su, Li Feng
Other Authors: Tan Kang Hai
Format: Theses and Dissertations
Language:English
Published: 2008
Subjects:
Online Access:https://hdl.handle.net/10356/13102
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Institution: Nanyang Technological University
Language: English

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