| contributor author | Chang‐Koon Choi | |
| contributor author | E‐Doo Kim | |
| date accessioned | 2017-05-08T22:19:33Z | |
| date available | 2017-05-08T22:19:33Z | |
| date copyright | November 1985 | |
| date issued | 1985 | |
| identifier other | 41215599.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/77707 | |
| description abstract | This paper deals with the bending moments and shear forces that are induced in the members of the frame by the differential column shortening, taking into account the construction sequence and the sequential application of dead weight in the analysis. Utilizing the substructuring techniques, the entire frame is analyzed by “one substructure at a time” approach in the reverse order of construction. Numerical examples of two high‐rise buildings clearly show the significance of the differential column shortening effects and the effectiveness of the proposed frame analysis technique in coping with the problem. | |
| publisher | American Society of Civil Engineers | |
| title | Multistory Frames Under Sequential Gravity Loads | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 11 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1985)111:11(2373) | |
| tree | Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 011 | |
| contenttype | Fulltext | |
