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Takemiya, Hirokazu / Fujiwara, Akihiro (1994): Installation Of A Wave Impeding Block (wib) For Dynamic Response Reduction Of Soil-structure System. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 489 (April 1994).
https://doi.org/10.2208/jscej.1994.489_243
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Takemiya, Hirokazu / Katayama, Yoshifumi (1994): Flexibility Approach For Dynamic Analysis Of Grouped-pile Foundation And Design Proposal. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1994, n. 489 (April 1994).
https://doi.org/10.2208/jscej.1994.489_207
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Takemiya, Hirokazu / Ishiyama, Motoshi (1993): Nonlinear Seismic Response Of An Alluvium Of Non-flat Base. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 477 (Oktober 1993).
https://doi.org/10.2208/jscej.1993.477_73
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Takemiya, Hirokazu / Shimada, Toshiki (1984): Seismic Analysis Of Multi-span Continuous Girder Bridge With Emphasis On Soil-foundation-superstructure Interaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 350 (Oktober 1984).
https://doi.org/10.2208/jscej.1984.350_77
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Takemiya, Hirokazu (1986): Ring-pile Analysis For A Grouped Pile Foundation Subjected To Base Motion. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 368 (April 1986).
https://doi.org/10.2208/jscej.1986.368_207
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Takemiya, Hirokazu / Yukawa, Yasuyuki (1986): Dynamic Analysis Of Grouped Pile Foundation In Layered Soils. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 368 (April 1986).
https://doi.org/10.2208/jscej.1986.368_195
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Takemiya, Hirokazu / Uotani, Kohtaro / Fukui, Satoru (1986): Modal Synthesis Method For Three-d Seismic Soil-foundation-superstructure Interaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1986, n. 374 ( 1986).
https://doi.org/10.2208/jscej.1986.374_531
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Takemiya, Hirokazu / Goda, Kazuya / Iida, Takeshi / Nakazato, Takuzo (1988): 3-Dimensional Seismic Responses Of A Gravity-type Steel Offshore Platform With Emphasis On Soilstructure Interaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 391 (März 1988).
https://doi.org/10.2208/jscej.1988.391_56
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Takemiya, Hirokazu / Kadotani, Tsutomu / Saeki, Mitsuaki (1990): Discrete Numerical Analysis Of Group Piles And Their Dynamic Characteristics. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1990, n. 416 (April 1990).
https://doi.org/10.2208/jscej.1990.416_411
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Takemiya, Hirokazu / Arioka, Kenichi (1992): Numerical Evaluation Of 2d-green Function Of Viscoelastic Multilayered Halfplane For Concentrated/distributed Forces. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 441 (Januar 1992).
https://doi.org/10.2208/jscej.1992.57
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Takemiya, Hirokazu / Tomono, Tatsuo / Ono, Masaki / Suda, Kiyotaka (1992): 2-D Irregular Site Response Characteristics By Bem-fem Hybrid Analysis. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1992, n. 450 ( 1992).
https://doi.org/10.2208/jscej.1992.450_53
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Takemiya, Hirokazu / Wang, Canyun / Fujiwara, Akihiro (1993): 2-D Elastodynamic Fundamental Solution For Distributed Loads And Bem Transient Response Analyses Of Halfplane Problems. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 465 ( 1993).
https://doi.org/10.2208/jscej.1993.465_35
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Takemiya, Hirokazu / Horiuchi, Shin (1995): An Approximation To Strip Impulse Response of A Halfspace And Interpretation of Dssi From Wave Scattering/propagation. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 525 (Oktober 1995).
https://doi.org/10.2208/jscej.1995.525_345
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Takemiya, Hirokazu / Suda, Kiyotaka / Ono, Masaki (1995): Along-axis Seismic Behavior Of Shield Tunnels In Irregular Alluvium On Halfspace Soil. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 525 (Oktober 1995).
https://doi.org/10.2208/jscej.1995.525_341
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Takemiya, Hirokazu / Goda, Kazuya / Sato, Naoki (1996): Response Reduction Effect By Passive Use Of Awave Impeding Block (wib). In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1996, n. 549 (Oktober 1996).
https://doi.org/10.2208/jscej.1996.549_221
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Takemiya, Hirokazu / Goda, Kazuya (1997): 3-D Transient Response Characteristics Of Soil Stratum Due To Moving Loads. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 563 (April 1997).
https://doi.org/10.2208/jscej.1997.563_137
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Takemiya, Hirokazu / Adam, Maher (1997): Seismic Wave Amplification Due To Topography And Geology In Kobe During Hyogo-ken Nanbu Earthquake. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 570 (Juli 1997).
https://doi.org/10.2208/jscej.1997.570_1
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Takemiya, Hirokazu / Adam, Maher (1998): 2D Nonlinear Seismic Ground Analysis By FEM-bEM. The Case Of Kobe In The Hyogo-ken Nanbu Earthquake. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 584 ( 1998).
https://doi.org/10.2208/jscej.1998.584_19
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Takemiya, Hirokazu / Goda, Kazuya (1998): Fem-bem Analysis Of Vibration Of An Embankment Track On Layered Soils For Harmonic Moving Loads. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1998, n. 605 (Oktober 1998).
https://doi.org/10.2208/jscej.1998.605_143
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Takemiya, Hirokazu / Goda, Kazuya / Komori, Daisuke (1999): Computer Simulation Prediction Of Ground Vibration Induced By High-speed Train Running. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 619 ( 1999).
https://doi.org/10.2208/jscej.1999.619_193
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Takemiya, Hirokazu / Shiotsu, Yoshihiko / Yuasa, Satofumi (2000): Features Of Ground Vibrations Induced By High-speed Train And The Counter Vibration Measure X-wib. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2000, n. 661 (Oktober 2000).
https://doi.org/10.2208/jscej.2000.661_33
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Shimabuku, Jorge / Takemiya, Hirokazu (2002): Inelastic Seismic Response Of Bridge Piles. Effects Of Superstructure Properties And Soil Layering. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 696 (Januar 2002).
https://doi.org/10.2208/jscej.2002.696_11
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Takemiya, Hirokazu / Maekawa, Ryuta / Kojima, Motonari (2002): 2.5-D FEM Application For Predicting Track-ground Vibration Due To High-speed Train And Mitigation By Wib Procedure. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2002, n. 710 (Juli 2002).
https://doi.org/10.2208/jscej.2002.710_247
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Lutes, Loren D. / Takemiya, Hirokazu (1974): Random Vibration of Yielding Oscillator. In: Journal of the Engineering Mechanics Division (ASCE), v. 100, n. 2 (April 1974).
https://doi.org/10.1061/jmcea3.0001878
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Takemiya, Hirokazu (1977): Simplified Model for Building-Foundation Interaction. In: Journal of the Engineering Mechanics Division (ASCE), v. 103, n. 2 (April 1977).
https://doi.org/10.1061/jmcea3.0002229
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Takemiya, Hirokazu / Lutes, Loren D. (1977): Stationary Random Vibration of Hysteretic Systems. In: Journal of the Engineering Mechanics Division (ASCE), v. 103, n. 4 (August 1977).
https://doi.org/10.1061/jmcea3.0002258
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Takemiya, Hirokazu / Bian, Xue Cheng (2007): Shinkansen high-speed train induced ground vibrations in view of viaduct–ground interaction. In: Soil Dynamics and Earthquake Engineering, v. 27, n. 6 (Juni 2007).
https://doi.org/10.1016/j.soildyn.2006.11.003
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Takemiya, Hirokazu (2004): Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 1 (Januar 2004).
https://doi.org/10.1016/j.soildyn.2003.07.005
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Takemiya, Hirokazu / Yamada, Yoshikazu (1981): Layered soil-pile-structure dynamic interaction. In: Earthquake Engineering and Structural Dynamics, v. 9, n. 5 (September 1981).
https://doi.org/10.1002/eqe.4290090504
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Takemiya, Hirokazu / Fei, Guan / Sukeyasu, Yoshiki (1994): 2-D transient soil–surface foundation interaction and wave propagation by time domain BEM. In: Earthquake Engineering and Structural Dynamics, v. 23, n. 9 (September 1994).
https://doi.org/10.1002/eqe.4290230902