In this study, loading tests were conducted on RC structural frame with LGS partition wall and steel door as test specimens. In the test, damage observation was conducted to understand damage to LGS wall and steel doors for each story drifts. Among the observed damage was ones thought to be caused by the residual deformation of the seismic wall of RC frame. It was also found that when story drift angle exceeds 1/200, the door required force more than 100N to open and when it exceeds 1/100, the door could not be opened.
|Translated title of the contribution||EXPERIMENTAL EVALUATION OF LGS PARTITION WALL AND STEEL DOOR INSTALLED IN RC FRAME|
|Number of pages||6|
|Journal||AIJ Journal of Technology and Design|
|Publication status||Published - 2022 Oct 20|
ASJC Scopus subject areas
- Building and Construction