Influence of Inelasto-Stability on Aseismic Capacity for High-rise Steel Frame
博士 === 國立臺灣大學 === 土木工程學研究所 === 90 === Theoretically, the elastic effective length KL of a steel column can be determined by elastic stability analysis. As an alternative, the alignment chart that can be conveniently used to determine the effective length factor K was developed in 1970s. However, the...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2002
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| Online Access: | http://ndltd.ncl.edu.tw/handle/09447912193839555866 |