Abstract
Multistory parking structures are a promising exploration avenue to address the acute need for parking spaces, and their floors are often joined with mechanical connectors to form a floor system. The properties of floor-to-floor connectors directly affect the seismic behavior of parking structures. Thus, the effectiveness of diaphragm action with several different typical floor-to-floor connectors was investigated and the natural frequencies and seismic performances of the parking structures were obtained. The results show that the mechanical characteristics of connectors in precast elements have a crucial influence on the diaphragm effectiveness of large-span concrete structures with precast double-tees under strong seismic action.
| Original language | English |
|---|---|
| Pages (from-to) | 3620-3645 |
| Number of pages | 26 |
| Journal | Structural Concrete |
| Volume | 24 |
| Issue number | 3 |
| DOIs | |
| State | Published - Jun 2023 |
| Externally published | Yes |
Keywords
- diaphragm effectiveness
- floor-to-floor connectors
- modal analysis
- nonlinear analysis
- precast parking structure
- seismic performance
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