Study on Behavior of Steel Columns and Related Codes
碩士 === 國立中興大學 === 土木工程學系所 === 99 === Columns in a structural system are very important compression members and thus many scholars in the past been dedicated to the research on the behavior of columns. Theory from Euler’s (1744) formula, tangent modulus theory, Shanley''s (1946) the...
| Main Authors: | , |
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| Format: | Others |
| Language: | en_US |
| Published: |
2011
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| Online Access: | http://ndltd.ncl.edu.tw/handle/54617471536350027783 |