耐震壁Ⅱ／スラブ

[2052] STRUCTURAL DAMAGES OF BEAMS IN MULTI-STORY RC SHEAR WALLS WITH MULTIPLE DOOR OPENINGS

Andriamirado Manana RAMAROZATOVO¹, 廣澤光法², 木下拓哉², 市之瀬敏勝² (1.Nagoya Institute of Technology 2.名古屋工業大学)

キーワード：door openings, multi-story RC shear wall, reduction factor, shear crack

This paper reports the test results of two 1/4 scale 3-story shear wall specimens subjected to cyclic loadings. One of the specimen had diagonally aligned openings and the other had vertically aligned openings. The displacements of the beams around the openings were measured using digital cameras. The deformations obtained at the intermediate floors of the specimen with vertically aligned openings, which showed the most brittle behavior, were concentrated in the areas between the openings. Those of the specimen with diagonally aligned openings, with more ductile behavior, were widely distributed.