Abstract
To investigate an evaluation method of collapse mechanisms and the safety limit of RC buildings, a shake-table test of a 1/4 scale model of a 4- story RC structure with shear walls was carried out. The specimen was designed to exhibit a frame-sway mechanism in both directions. In the test, the first-floor wall failed in flexure in the X-direction as designed; however, the first-floor wall in the Y-direction failed in shear, which did not match the design. Moreover, collapse mechanism and safety limit of the whole frame was discussed comparing the analytical result with the test result.
Original language | English |
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Pages (from-to) | 247-257 |
Number of pages | 11 |
Journal | Journal of Structural and Construction Engineering |
Volume | 86 |
Issue number | 780 |
DOIs | |
Publication status | Published - 2021 |
Keywords
- Collapse mechanism
- Multi-story shear wall
- RC building; safety limit
- Shake-table test
- Ultimate deformation
ASJC Scopus subject areas
- Architecture
- Building and Construction