Study on steel plate reinforced concrete panelS having a opening subjected to cyclicin-plane shear

摘要

This paper describes the experimental and analytical results of the steel plate reinforced concrete structure(SC) havinga opening, for the purpose of confirming the fundamental behavior of SC shear wall. Six specimens having a opening wereloaded in cyclic in-plane shear, and were compared with the results of the specimen having no opening. FEM analysis wasdone for the making up for the experimental data. Finally, we proposed the reduction ratio by the opening for design.