Abstract
The differential length changes of vertical members in a high-rise building due to elastic, creep and shrinkage shortenings are of primary concern since the differential shortening of the vertical members causes unexpected damages on structural and nonstructural members. In contrast to researches on prediction methods for calculation of the amount of the shortenings, only few methods or algorithms of compensation of the differential column shortenings have been reported. In this paper, a practical compensation method using moving average correction is presented. The proposed method is applied to the compensation of the differential shortenings of the vertical members in a 70-story high-rise building. The performance of the moving average correction method is compared with the optimal compensation method based on simulated annealing algorithm. It is demonstrated that the magnitude of the differential shortening or the degree of the slab tilt due to the length changes in the vertical members can be controlled without using structural optimization techniques.
| Original language | English |
|---|---|
| Pages (from-to) | 718-728 |
| Number of pages | 11 |
| Journal | Structural Design of Tall and Special Buildings |
| Volume | 22 |
| Issue number | 9 |
| DOIs | |
| Publication status | Published - 2013 Jun 25 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Architecture
- Building and Construction