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碩士 === 國立中央大學 === 土木工程學系 === 104 === This study presents nonlinear fiber element method determine the axial load-biaxial bending moment interaction curves of concrete filled steel tubular beam-columns (CFT) with local buckling and second-order effect. Many experimental ultimate loads and axial load-...

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Bibliographic Details
Main Authors: Jun-hao Huang, 黃俊豪
Other Authors: 莊德興
Format: Others
Language:zh-TW
Published: 2016
Online Access:http://ndltd.ncl.edu.tw/handle/74267210310446820448