フィリピン・マリキナ市における枠組組積構造Non-Engineered住宅の耐震安全性に関する考察

概要

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In the past earthquake disaster, the RC frame with masonry wall structure is proved to be seismically vulnerable to cause a number of causalities due to the collapse of the structure. This research is focusing on such structure for improving the quality of construction in the City of Marikina, Philippines. At first, the current construction method and structural details are investigated, and the loading experiments are carried out for estimating the seismic capacity of current construction. Based on the experiment results, a better construction method is developed to improve their seismic capacity, and the loading experiment is carried out again for demonstrating the effects of the improvement.
地域安全学会の論文