スカイスクレーパーの弾塑性応答と耐震設計法

Abstract

The aseismic design should be intended to give the reasonable dynamic characteristictoward buildings and other structures so that the earthquake responses of them maysafely occur within their allowable values against the prescribed group of the destruc-tive earthquake excitations. In this paper, to obtain such a reasonable dynamiccharacteristic of the tall building structure, the optimum dynamic one of the elasto-plastic system which makes the maximum responses to uniformly distribute in accordancewith their allowable value is determined by means of the earthquake response analysistechnique, and is expressed in the available form to a practical aseismic design.