Flexural Ductile Behavior of Concrete Filled Box Columns with Tie Rods
碩士 === 國立臺灣科技大學 === 營建工程系 === 98 === The experimental of the concrete filled box column with tie rods test result, according to the Taiwan SRC code the seismic design limited when the material used 3.5tf/cm^2 grade of steel plate and the 420kgf/cm^2 concrete stress. The column sections width-to-thic...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2010
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| Online Access: | http://ndltd.ncl.edu.tw/handle/04773331072793373118 |