| contributor author | Tiziano Perea | |
| contributor author | Roberto T. Leon | |
| contributor author | Jerome F. Hajjar | |
| contributor author | Mark D. Denavit | |
| date accessioned | 2017-05-08T22:08:28Z | |
| date available | 2017-05-08T22:08:28Z | |
| date copyright | September 2014 | |
| date issued | 2014 | |
| identifier other | 32369420.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72154 | |
| description abstract | This paper presents selected results from an experimental and computational evaluation on the behavior of slender concrete-filled steel tubes (CFTs) under combined axial compression and biaxial flexure. A complex loading protocol was used in the experimental program, including monotonic and cyclic loading that allowed detailed evaluation of the complete beam-column response. This paper principally addresses the experimental determination of the maximum stable axial load–bending moment ( | |
| publisher | American Society of Civil Engineers | |
| title | Full-Scale Tests of Slender Concrete-Filled Tubes: Interaction Behavior | |
| type | Journal Paper | |
| journal volume | 140 | |
| journal issue | 9 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000949 | |
| tree | Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 009 | |
| contenttype | Fulltext | |
