A study of seismic steel plate shear walls using box columns with or without infill concrete
碩士 === 國立臺灣大學 === 土木工程學研究所 === 100 === Steel Plate Shear Walls(SPSWs) have evolved into an effective lateral force resisting system in recent years. However, it is still not widely adopted in Taiwan construction practice. This may be due to the following three reasons: 1) The capacity design of the...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Others |
| Language: | zh-TW |
| Published: |
2012
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| Online Access: | http://ndltd.ncl.edu.tw/handle/05787507527194184287 |