Abstract
This article describes the test procedure of the seismic performance of reinforced concrete frame structure with the new type of SIP filled wallboard, including four spcimens of low-cyclic loading test, which are a specimen of empty framework, a specimen of framework with the new type SIP wallboard and two specimens of framework with the new type SIP filled wallboard that has a hole in different location, and the reinforced concrete frame design of the four specimens is the same. Through comparison of the seismic performance of four frame specimens, the seismic performance of frame structure with the new type SIP filled wallboard was obtained. The experimental phenomena and results show that the seismic performance in respect of ductility, strength and energy dissipation of the frame structure with the new type SIP filled wallboard is favorable, and the way of the connection between the new wallboard and the frame structure is reliable.
| Original language | English |
|---|---|
| Pages (from-to) | 108-113 |
| Number of pages | 6 |
| Journal | World Earthquake Engineering |
| Volume | 29 |
| Issue number | 1 |
| State | Published - Mar 2013 |
Keywords
- Low cyclic loading test
- New type SIP filled wallboard
- Reinforced concrete frame structure
- Seismic performance