Abstract
The damped-outrigger system has been proposed to improve the performance of conventional outrigger systems in controlling the structural seismic response by increasing the damping and stiffness. The purpose of this study is to demonstrate the effectiveness of using damped-outrigger systems in midrise buildings and provide engineers with a comparison between conventional structural systems such as moment resisting frame (MRF) and buckling-restrained braced frame (BRBF) in proposing the most suitable structural system. In this study, the buckling-restrained brace and viscous damper are adopted as the energy dissipation devices in the damped-outrigger system. A total of 48 midrise numerical models with various building heights and structural systems are analyzed using nonlinear response history analysis and incremental dynamic analyses. The analysis results show that the midrise buildings equipped with a damped-outrigger system with either viscous damper or buckling-restrained brace (BRB) can reach similar and even better seismic performance when compared with the BRBF; it also reduces the structural responses by around 30% for the maximum roof drift and acceleration responses when compared with MRF. The analysis results could provide a reference for structural engineers when selecting suitable lateral force resisting systems for midrise buildings.
| Original language | English |
|---|---|
| Article number | e1992 |
| Journal | Structural Design of Tall and Special Buildings |
| Volume | 32 |
| Issue number | 3 |
| DOIs | |
| Publication status | Published - 2023 Feb 25 |
All Science Journal Classification (ASJC) codes
- Architecture
- Civil and Structural Engineering
- Building and Construction