| contributor author | Alper Ucak | |
| contributor author | Panos Tsopelas | |
| date accessioned | 2017-05-08T22:28:39Z | |
| date available | 2017-05-08T22:28:39Z | |
| date copyright | May 2015 | |
| date issued | 2015 | |
| identifier other | 46251677.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81259 | |
| description abstract | Rigorous numerical analyses are conducted to study the effects of bidirectional lateral cyclic loading on the hysteretic response of stocky circular thin-walled steel columns. Four unidirectional and eight bidirectional lateral displacement controlled load paths are considered; different performance indices obtained from the lateral load paths under consideration are compared. The results obtained from these comprehensive numerical analyses indicate that bidirectional lateral cyclic loading has a very limited effect on the ultimate strength of stocky circular thin-walled steel columns, but significantly decreases the ductility when compared with unidirectional lateral loading. | |
| publisher | American Society of Civil Engineers | |
| title | Load Path Effects in Circular Steel Columns under Bidirectional Lateral Cyclic Loading | |
| type | Journal Paper | |
| journal volume | 141 | |
| journal issue | 5 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001057 | |
| tree | Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 005 | |
| contenttype | Fulltext | |