Seismic behavior of steel reinforced concrete columns subjected to axial load and bi-axial bending

碩士 === 國立中央大學 === 土木工程研究所 === 92 === ABSTRACT This study investigated the seismic performance of 24 composite columns composed of H-steel and reinforced concrete. Major parameters studied included the sectional strength ratios and the magnitudes of biaxial bending. It was found from test results th...

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Bibliographic Details
Main Authors: FU-CHIEH CHAN, 詹富傑
Other Authors: Hsieh-Lung Hsu
Format: Others
Language:zh-TW
Published: 2004
Online Access:http://ndltd.ncl.edu.tw/handle/24214364015380944232