Abstract
The purpose of this paper is to research on seismic behavior of plate-column structure and popularize it in seismic region. With the method of creating structural models by three-dimensional solid element and pushover analysis and nonlinear time-history analysis of the two structures (plate-column structure and frame structure) with the same column layout and section size. With the pushover analysis, curves of base shear versus top drift were offered; plastic spectrum was obtained; the target displacement was calculated by it; failure mechanism was researched and earthquake responds of each phase were compared. With the nonlinear time-history analysis, time-history curves of base shear and of top drift, plastic hinges distribution and energy dissipation were offered. Drifts subjected to different earthquake waves and the results of pushover analysis were compared. The conclusion is brought forward that the plate-column structure designed suitably can be built in the second soil site seismic fortification areas of 7 degree.
| Original language | English |
|---|---|
| Pages (from-to) | 729-736 |
| Number of pages | 8 |
| Journal | Shenyang Jianzhu Daxue Xuebao (Ziran Kexue Ban)/Journal of Shenyang Jianzhu University (Natural Science) |
| Volume | 24 |
| Issue number | 5 |
| State | Published - Sep 2008 |
Keywords
- Nonlinear time-history analysis
- Plate-column structure
- Pushover analysis
- Seismic behavior
Fingerprint
Dive into the research topics of 'Seismic behavior of plate-column structure'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver