高層建築物における隅柱の地震時軸力 : 連層耐震壁を有する板状住棟について

概要

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This paper presents the analyses about varying axial forces on corner columns for multi-storied buildings which subjected to the horizontal two-direction earthquake excitation. The outline described in this paper is as follows. 1. Characteristics of the axial force responses on all columns, especially corner columns, during the horizontal two-direction earthquake excitation are examined. 2. The axial forces on these columns for pilotis structures without shear wall of first story are compared with above-mentioned. 3. The responses of axial forces on these columns which include additionally vertical direction earthquake excitation are examined. 4. The response behavior of the axial forces on corner columns based on the shear type vibration model is also estimated.
一般社団法人日本建築学会の論文
1990-03-15