Application of Modified-Partial Capacity Design Method on 6- and 15-story Square Buildings with Variation in number of Elastic Columns

Abstract

Modified-Partial Capacity Design (M-PCD) is proposed as one alternative of structural design methods. In M-PCD, the partial side sway mechanism where beams and some columns may develop plastic hinges. This method uses two structural models during the design process. The models are used to simulate undamaged and damaged structures when subjected to design earthquake (R=8.0) and larger target earthquake (R=1.6) respectively. In this study, 6- and 15-story square buildings with 30% and 50% elastic column are designed using M-PCD. Performances of the buildings are investigated by using non-linear time history analysis. Results show that the buildings’ performances are still unsatisfactory, especially for the 15-story buildings. However, it should be noted that the levels of earthquakes used for the analysis were larger than that used for the design. A more accurate prediction of the required strength should be developed further to improve M-PCD.

Application of modified partial capacity design on six-story L-shaped reinforced concrete buildings with variations on elastic columns configurations

“…The change can better predict the elastic columns' required strength because after members develop plastic damages, only the remaining earthquake load (beyond design earthquake) will be distributed according to the structural responses of the second model. The preceding research by Pudjisuryadi et al [11] proposes a simplified method of the second model by applying a modification factor to the full length of members expecting plastic damage. In this research, to further investigate the performance of Pudjisuryadi et al [10] M-PCD, three six-story Lshaped reinforced concrete buildings with variations on elastic columns configurations are designed and analyzed.…”