Kazuhiko Yamada
- Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle. In: Soils and Foundations, v. 32, n. 3 (September 1992). (1992):
- Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction. In: Soils and Foundations, v. 32, n. 3 (September 1992). (1992):
- Concept of super-high-rise building (DIB-200). In: The Structural Design of Tall Buildings, v. 1, n. 1 (Oktober 1992). (1992):
- Dynamic Characteristics of SDOF Structure with Maxwell Element. In: Journal of Engineering Mechanics (ASCE), v. 134, n. 5 (Mai 2008). (2008):
- Computation for Rheological Phenomena of Elastic-Viscoplastic Body. In: Journal of Engineering Mechanics (ASCE), v. 125, n. 1 (Januar 1999). (1999):
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Control law for variable damping device defined by a non-linear differential equation. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 5 (Mai 1999).
https://doi.org/10.1002/(sici)1096-9845(199905)28:5<529::aid-eqe828>3.0.co;2-d
(1999): -
Control strategy for variable damping element considering near-future excitation influence. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 8 (August 2000).
https://doi.org/10.1002/1096-9845(200008)29:8<1199::aid-eqe966>3.0.co;2-y
(2000): -
Non-linear-Maxwell-element-type hysteretic control force. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 4 (April 2000).
https://doi.org/10.1002/(sici)1096-9845(200004)29:4<545::aid-eqe921>3.0.co;2-a
(2000): -
Real‐time prediction of near‐future seismic excitation adapting AR model to preceding information. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (Dezember 1999).
https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1587::aid-eqe883>3.3.co;2-o
(1999): -
Real-time prediction of near-future seismic excitation adapting AR model to preceding information. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (Dezember 1999).
https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1587::aid-eqe883>3.0.co;2-x
(1999): - Seismic-response-controlled structure with active mass driver system. Part 1: Design. In: Earthquake Engineering and Structural Dynamics, v. 20, n. 2 (Februar 1991). (1991):
- Seismic-response-controlled structure with active mass driver system. Part 2: Verification. In: Earthquake Engineering and Structural Dynamics, v. 20, n. 2 (Februar 1991). (1991):
- Control algorithm for estimating future responses of active variable stiffness structure. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 8 (August 1995). (1995):
- Design and construction of foundations for Akashi Kaikyo Bridge. Vorgetragen bei: IABSE Colloquium: Foundations for major bridges - Design and construction, New Delhi, India 1999. (1999):