Finite Element Analysis for Seismic Behavior of Bolted Beam-Column Connections in CFT Structures
博士 === 國立臺灣大學 === 土木工程學研究所 === 95 === From researches, the deformation capacity of the conventional beam-column connections is seriously inadequate. The brittle failure usually occurs at the welding zone. The design of bolted beam-column connections is that welding is carried out at the shop and bol...
| Main Authors: | , |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | en_US |
| Published: |
2007
|
| Online Access: | http://ndltd.ncl.edu.tw/handle/78072949346052606837 |