EXPERIMENTAL STRUCTURAL PERFORMANCE EVALUATION OF 2.5-STORY MODEL FRAME REPRESENTING LOWER STORIES OF HIGH-RISE RC BUILDINGS WITH FLAT WALLS

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  • 方立壁を有する高層RC建物を模擬する下部2.5層の構造性能の実験的評価

Abstract

<p>Lessons learned from earthquake damage in recent years revealed that damage to RC structural members was limited; however, non-structural members were significantly damaged making difficulties for continuous building occupancy. In this study, a laboratory test was conducted to clarify the effects of non-structural flat walls on the seismic behavior/performance of a model frame representing the lower 2.5 stories of high-rise RC buildings. As a result, it was found that the non-structural walls contributed to increase the shear strength of frame; however, the shear forces applied to the structural members of columns and beams were also increased.</p>

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