| 要旨 |
Experimental fragility parameters are computed for the non-structural reinforced concrete walls corresponding to the limit states defined by the Architectural Institute of Japan to assist in Performance Based Earthquake Engineering using the past experimental results. The calculated fragility parameters are compared with those in FEMA fragility specification. It is concluded that the fragility curves should be associated with clear definition of damage state or limit state and the one obtained from experimental data should represent the population. |