連層連スパン壁の耐震性に関する基礎的研究 : 第3報正弦波入力の場合

概要

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Following the first and the second papers, this paper presents shaking table tests conducted to obtain fundamental information on the earthquake resistance of multi-story multi-bay reinforced concrete shear walls subjected to sinusoidal ground motion. Four test structures are tested. Test structures are one shear wall structure without opening and two shear wall structures with opening and one frame structure. The characteristics of crack patterns, hysteresis loops and lateral acceleration and displacement distributions are described. The envelope curves of hysteresis, equivalent stiffness, equivalent damping factor and magnification factor are discussed. Finally, Comparison is made between sinusoidal and eathquake base motions regarding destructive powers on the test structures.
一般社団法人日本建築学会の論文
1989-03-10