| contributor author | Shing‐Sham Lai | |
| contributor author | George T. Will | |
| date accessioned | 2017-05-08T20:52:05Z | |
| date available | 2017-05-08T20:52:05Z | |
| date copyright | July 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A7%281553%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29822 | |
| description abstract | Hysteretic responses of single mass reinforced concrete columns subjected to seismic biaxial base motions with constant and varying axial load are studied using the triaxial spring model. Comparisons are made with the trilinear degrading and the biaxial bilinear models based on plasticity theory. Varying axial load on columns due to overturning effects of 10‐story space frames subjected to biaxial base motions are investigated. The results indicate the axial force and biaxial bending moment interaction on R/C column is important. | |
| publisher | American Society of Civil Engineers | |
| title | R/C Space Frames with Column Axial Force and Biaxial Bending Moment Interactions | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:7(1553) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007 | |
| contenttype | Fulltext | |
