Session Details

杭・基礎工 (2)

Fri. Sep 6, 2024 10:40 AM - 12:00 PM JST
Fri. Sep 6, 2024 1:40 AM - 3:00 AM UTC
A305(川内北キャンパス講義棟A棟)
Chair: Ooyama Kengo

[III-365]A STUDY OF STATIC NONLINEAR ANALYSIS OF PIER ON DIRECT FOUNDATION CONSIDERING P-DELTA EFFECT

*Daichi Matsuoka1, takeshi yamamoto1, taisuke sanagawa1 (1. Railway Technical Research Institute)

[III-366]Experimental design of Shinkansen RC Pier considering input loss of pile foundation

*Taro Ishikawa1, Takahiko Nishi1, Yoshitaka Murono2, Tatsuya Doi2, Natsumi Saiki3, Yasuhiro Teshima4 (1. Japan Railway Construction,Transport and Technology Agency, 2. Railway Technical Research Institute, 3. WEST JAPAN CONSULTANTS COMPANY, 4. PACIFIC CONSULTANTS CO., LTD.)

[III-367]Predicting the Effectiveness of Reinforcing and Reusing Technologies for Rehabilitating Existing Underground Piles for Urban Infrastructure Rehabilitation

*Seisho Suzuki1, Koki Nakao2, Shuichi Kuwahara3, Shinya Inazumi4 (1. Shibaura Institute of Technology graduate school, 2. Tokyo Construction Technologies Co. Ltd, 3. Marushin Co. Ltd, 4. Shibaura Institute of Technology)

[III-368]Analytical study to simplify the assessment of fatigue damage during driving of a monopile supported offshore wind turbine foundation.

*Masashi Naito1, Yasuhiro Kasai1 (1. Taisei Corporation)

[III-369]Push-over analyses for offshore wind turbine monopile foundations based on PISA and current industry practice methods

*Shunsuke Matake1, Masato Ito1, Masamichi Saito1 (1. OBAYASHI CORPORATION)

[III-370]Impact for seismic response of offshore wind turbine foundation caused by blade modelling accuracies (Part1: Dynamic characteristics)

*Hiroto Shibamura1, Yasuhiro Kasai1 (1. Taisei Corporation)

[III-371]Impact for seismic response of offshore wind turbine foundation caused by blade modelling accuracies (Part2: Response in seismic simulation)

*Yasuhiro Kasai1, Hiroto Shibamura1 (1. Taisei Corporation)