連層耐震壁構面を有する6階建RC建物の地震時挙動に関する実験的研究 : 1層の柱と耐震壁の負担する水平力の分担率について [in Japanese] AN EXPERIMENTAL STUDY ON 6-STORY R/C STRUCTURE WITH MULTI-STORY SHEAR WALL : Lateral force carried by the columns and wall in the first story [in Japanese]
Access this Article
Search this Article
In order to study what amount of lateral force and varied axial force are carried by the wall frame in reinforce concrete buildings with multi-story shear wall and how the rigidity at the bottom of the wall frame affect the amount of them, a pseudo-dynamic test with 2-span-1-bay-6-story reinforced concrete structure with a multi-story shear wall was conducted with the parameter of the rigidity at the bottom of the wall frame. In this paper, the test results were discussed with the numerically calculated strengths in terms of lateral force carried by the wall frame, lateral force distribution mode, and the equivalent height of the specimen and the wall frame.
- Journal of Structural and Construction Engineering (Transactions of AIJ)
Journal of Structural and Construction Engineering (Transactions of AIJ) 71(609), 173-180, 2006
Architectural Institute of Japan