Compatability and equilibrium approach to slender concrete column design (dual project)

This report evaluates and compares the proposed design method with the Australian code AS3600-2001 for slender concrete column. The failure loads of pin-end columns under short term loading and uniaxial bending are used as a pre-determined factor to analyse the data. The report’s purpose is to s...

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Bibliographic Details
Main Author: Toh, Yi Hui
Other Authors: Chuang Poon Hwei
Format: Final Year Project
Language:English
Published: 2017
Subjects:
Online Access:http://hdl.handle.net/10356/71347
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Institution: Nanyang Technological University
Language: English