Effective time-domain soil-structure interaction analysis based on FFT algorithm with causality condition
- 作者Yasuhiro Hayashi; Hiroshi Katukura
- 卷第19卷
- 期第5期
- 印刷ISSN0098-8847
- 电子ISSN1096-9845
- 文件大小968.12KB
- 发表时间1990
- DOI10.1002/eqe.4290190506
- 页码693-708
Duration of strong motion acceleration records.KAWASHIMA, Kazuhiko; AIZAWA, Koh; TAKAHASHI, Kazuyuki · Doboku Gakkai Ronbunshu · 1985
Earthquake response spectra taking account of number of response cyclesKazuhiko Kawashima; Koh Aizawa · 1986
EFFECTS OF DAMPING RATIO ON EARTHQUAKE RESPONSE SPECTRAKAWASHIMA, Kazuhiko; AIZAWA, Koh; TAKAHASHI, Kazuyuki · Proceedings of the Japan Society of Civil Engineers · 1983
DYNAMIC SOIL-STRUCTURE INTERACTION ANALYSIS OF KAIHOKU BRIDGEIWASAKI, Toshio; KAWASHIMA, Kazuhiko; TAKAGI, Yoshikazu; AIZAWA, Koh · Proceedings of the Japan Society of Civil Engineers · 1982
ACCURACY OF DIGITIZATION OF STRONG-MOTION RECORDS OBTAINED BY SMAC-ACCELEROGRAPHKAWASHIMA, Kazuhiko; TAKAGI, Yoshikazu; AIZAWA, Koh · Proceedings of the Japan Society of Civil Engineers · 1982
Attenuation of peak ground motions and absolute accleration response spectra of vertical earthquake ground motion.KAWASHIMA, Kazuhiko; AIZAWA, Koh; TAKAHASHI, Kazuyuki · Doboku Gakkai Ronbunshu · 1985
Attenuation of peak ground acceleration, velocity and displacement based on multiple regression analysis of japanese strong motion recordsKazuhiko Kawashima; Koh Aizawa; Kazuyuki Takahashi · 1986