| 수록사항 |
건축(대한건축학회지) , v.29 n.124(1985-05) |
| 요약1 |
본 논문에서는 단계적인 사하중의 재하와 이에따른 건물구조해서상의 영향을 규명하는데 주안점을 두고 있다. |
| 요약2 |
In the conventional analysis of multistiry frames. cinsiderable amounts of false bending moments and shear forces are induced in the members of the frame by thr false differential column shortening due to the sequential dead loads.Utiling the substructuring techniques, the method uded in this study introduces the concepts of active, inactive and deactivated substructures and the entire frame is analyzed by "one substructure-at-a-time" approach in the reverse order of due to dead loads in the conventional analysis and the effectiveness of the new frame analysis technique proposed in this study which takes into account the constuction sequence. |
