| dc.creator | Ucak, A. | en |
| dc.creator | Tsopelas, P. | en |
| dc.date.accessioned | 2015-11-23T10:52:58Z | |
| dc.date.available | 2015-11-23T10:52:58Z | |
| dc.date.issued | 2015 | |
| dc.identifier | 10.1061/(asce)st.1943-541x.0001057 | |
| dc.identifier.issn | 0733-9445 | |
| dc.identifier.uri | http://hdl.handle.net/11615/34195 | |
| dc.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. | en |
| dc.source.uri | <Go to ISI>://WOS:000354092000003 | |
| dc.subject | Cyclic loads | en |
| dc.subject | Load factors | en |
| dc.subject | Steel columns | en |
| dc.subject | Seismic effects | en |
| dc.subject | Cyclic | en |
| dc.subject | loading | en |
| dc.subject | Bidirectional loading | en |
| dc.subject | Load path effects | en |
| dc.subject | Buckling | en |
| dc.subject | REINFORCED-CONCRETE COLUMNS | en |
| dc.subject | STABILITY | en |
| dc.subject | DUCTILITY | en |
| dc.subject | JIANG,KUNSHENG | en |
| dc.subject | GOTO,YOSHIAKI | en |
| dc.subject | OBATA,MAKOTO | en |
| dc.subject | Construction & Building Technology | en |
| dc.subject | Engineering, Civil | en |
| dc.title | Load Path Effects in Circular Steel Columns under Bidirectional Lateral Cyclic Loading | en |
| dc.type | journalArticle | en |
