| Title |
Analysis of High-Rise Buildings Subject to Lateral Forces |
| Abstract |
Common structural analysis method of high-rise buildings subject to lateral forces cannot take into consideration the difference in the deformation features of the framed structures and the wall structures, and the exact distribution of lateral forces with accuracy.This paper proposes an improved method to include the frame-wall interaction in structural analysis considering the rigid diaphragm effect of slab with the matrix condensation technique. |