1. 1) Nishimura A.: Jibanhenkei wo kouryoshita kouzoubutu no sekkei (Structure design considering ground deformation), The Foundation engineering & equipment, Vol.6, No.7, pp.48-56, 1978 (in Japanese) 西村昭彦: 地盤変位を考慮した構造物の設計, 基礎工, Vol.6, No.7, pp.48-56, 1978
2. 2) Murono Y., Nishimura A. and Nagatsuma S.: Seismic response of pile foundation in soft ground and its application to seismic design, Journal of structural engineering, Vol.44A, pp.631-640, 1988 (in Japanese) 室野剛隆, 西村昭彦, 永妻真治 : 軟弱地盤中の杭基礎構造物の地震応答特性と耐震設計への応用, 第 44A 構造工学論文集, pp.631-640, 1988
3. 3) Kobayashi K. and Maeshima K.: Study on building inertial force used for seismic deformation method of pile, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp.531-532, 1998 (in Japanese) 小林勝巳, 前島克朗 : 杭の応答変位法に用いる建物慣性力の設定に関するケーススタディ, 日本建築学会大会学術講演梗概集, pp.531-532, 1998
4. 4) Tamura S., Fujimori T., Shoji M., Mimachi T., Mano H., Uchida A., Funahara H. and Sekiguchi T.: Reduction factors of soil displacement and inertia forces for seismic deformation method, Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, pp.519-520, 2012 (in Japanese) 田村修次, 藤森健史, 勝二理智, 三町直志, 眞野英之, 内田明彦, 船原英樹, 関口徹 : 応答変位法における地盤変位と構造慣性力の低減係数, 日本建築学会大会学術講演梗概集, pp.519-520, 2012
5. 5) Tokimatsu K., Suzuki, H. and Sato, M.: Effects of inertial and kinematic interaction on seismic behavior of pile with embedded foundation, Soil Dynamics and Earthquake Engineering 25 pp.753-762, 2005 (https://doi.org/10.1016/j.soildyn.2004.11.018 )