@article{oai:kumadai.repo.nii.ac.jp:00023016,
 author = {Ogawa, Koji and 小川, 厚治 and Ogawa, Koji and 小川, 厚治},
 journal = {日本建築学会構造系論文集},
 month = {Jan},
 note = {application/pdf, 論文(Article), This paper deals with equivalent single-degree-of-freedom systems that can simulate the seismic response of fishbone-shaped frames. The response of a multi-story frame subjected to an earthquake is strongly affected by the collapse mechanism that forms in the frame. In this paper, a method for predicting the collapse mechanism under earthquake excitations is devised, taking into consideration the correlations between dynamic horizontal forces acting on each story. In addition, load-deformation relationships of equivalent single-degree-of-freedom systems are determined based on the collapse mechanism. A good correlation is achieved between the results calculated by the equivalent single-degree-of-freedom systems and the seismic response of fishbone-shaped frames.},
 pages = {143--150},
 title = {魚骨形骨組の等価１自由度系への置換に関する研究},
 volume = {539},
 year = {2001},
 yomi = {オガワ, コウジ and オガワ, コウジ}
}