Kiyoshi Fukutake
- (2022): Simulation of soil liquefaction distribution in downtown Mashiki during 2016 Kumamoto earthquake using nonlinear site response. In: Bulletin of Earthquake Engineering, v. 20, n. 11 (Juni 2022).
- Modelling Soil Behavior Under Arbitrary Loading And Its Application To Liquefaction Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 400 ( 1988). (1988):
- A Unified Law For Dilatancy Under Multi-directional Simple Shearing. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 412 (Dezember 1989). (1989):
- Stress-strain Relationship Under Multi-directional Cyclic Simple Shearing. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 463 (März 1993). (1993):
- Three Dimensionai Effective Analysis For Evaluating Response Of Group Pile Foundation Under Liquefaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 495 (Juli 1994). (1994):
- Investigation And Analytical Evaluation Of Damage To Levee Caused By Liquefaction In Hyogo-ken Nambu Earthquake. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 568 (Juni 1997). (1997):
- Simulation Of The Vertical Seismic Array Records At The Kobe Port Island Considering The Effect Of The Improved Ground Adjacent To The Array Site. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 687 (September 2001). (2001):
- Slope Failures at Yokowatashi and Nagaoka College of Technology Due to the 2004 Niigata-Ken Chuetsu Earthquake and Their Analytical Considerations. In: Soils and Foundations, v. 46, n. 6 (Dezember 2006). (2006):
- Earthquake response simulation of foundation for the Nishida-bridge. In: Historical Studies in Civil Engineering, v. 18 ( 1998). (1998):
- Verification of two-dimensional non-linear analysis of sand-structure system by examining the results of the shaking-table test. In: Earthquake Engineering and Structural Dynamics, v. 21, n. 7 (Juli 1992). (1992):
- Analysis of saturated dense sand-structure system and comparison with results from shaking table test. In: Earthquake Engineering and Structural Dynamics, v. 19, n. 7 (Oktober 1990). (1990):