| contributor author | Mohamed Elchalakani | |
| contributor author | Xiao-Ling Zhao | |
| contributor author | Raphael Grzebieta | |
| date accessioned | 2017-05-08T20:59:06Z | |
| date available | 2017-05-08T20:59:06Z | |
| date copyright | July 2004 | |
| date issued | 2004 | |
| identifier other | %28asce%290733-9445%282004%29130%3A7%281001%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34328 | |
| description abstract | This paper determines new section slenderness limits suitable for design and construction of seismic resisting structural systems. It describes an experimental investigation of the cyclic inelastic flexural behavior of cold-formed circular hollow section (CHS) beams. Controlled-rotation, symmetrical cyclic bending tests were performed on different sizes compact CHS with section slenderness | |
| publisher | American Society of Civil Engineers | |
| title | Cyclic Bending Tests to Determine Fully Ductile Section Slenderness Limits for Cold-Formed Circular Hollow Sections | |
| type | Journal Paper | |
| journal volume | 130 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(2004)130:7(1001) | |
| tree | Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 007 | |
| contenttype | Fulltext | |