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Hirokazu Iemura

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Iemura, Hirokazu / Igarashi, Akira / Pradono, Mulyo Harris / Kalantari, Afshin (2006): Passive and Semi-Active Pseudo Negative Stiffness Control of Highway Bridge Benchmark Problem. Vorgetragen bei: Structures Congress 2006, May 18-21, 2006, St. Louis, Missouri, United States.

    https://doi.org/10.1061/40889(201)94

  2. Yamada, Yoshikazu / Kawano, Kenji / Iemura, Hirokazu / Venkataramana, K. (1988): Wave And Earthquake Response Of Offshore Structures With Soil-structure Interaction. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 398 (Oktober 1988).

    https://doi.org/10.2208/jscej.1988.398_157

  3. Iemura, Hirokazu (1999): Performance Based Design Against Extreme Earthquake Ground Motion. From Conventional Ductility Demand To Advanced Structural Control Design. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 623 (Juni 1999).

    https://doi.org/10.2208/jscej.1999.623_1

  4. Zhu, Hongping / Iemura, Hirokazu (2000): A study of response control on the passive coupling element between two parallel structures. In: Structural Engineering and Mechanics, v. 9, n. 4 (April 2000).

    https://doi.org/10.12989/sem.2000.9.4.383

  5. Yamada, Yoshikazu / Iemura, Hirokazu / Matsumoto, Takashi (1987): Stress-strain based inelastic earthquake response analysis of reinforced concrete frame structures. Vorgetragen bei: IABSE Colloquium: Computational Mechanics of Concrete Structures - Advances and Applications, Delft, Netherlands, 1987.

    https://doi.org/10.5169/seals-41965

  6. Zhu, Hongping / Wen, Yinping / Iemura, Hirokazu (2001): A study on interaction control for seismic response of parallel structures. In: Computers & Structures, v. 79, n. 2 (Januar 2001).

    https://doi.org/10.1016/s0045-7949(00)00119-x

  7. Iemura, Hirokazu / Pradono, Mulyo Harris (2002): Passive and semi-active seismic response control of a cable-stayed bridge. In: Journal of Structural Control, v. 9, n. 3 ( 2002).

    https://doi.org/10.1002/stc.12

  8. Yuan, Yong / Wei, Wei / Tan, Ping / Igarashi, Akira / Zhu, Hongping / Iemura, Hirokazu / Aoki, Tetsuhiko (2016): rate-dependent constitutive model of high damping rubber bearings: modeling and experimental verification. In: Earthquake Engineering and Structural Dynamics, v. 45, n. 11 (September 2016).

    https://doi.org/10.1002/eqe.2744

  9. Iemura, Hirokazu / Taghikhany, Touraj / Jain, Sarvesh K. (2007): Optimum Design of Resilient Sliding Isolation System for Seismic Protection of Equipments. In: Bulletin of Earthquake Engineering, v. 5, n. 1 (Januar 2007).

    https://doi.org/10.1007/s10518-006-9010-5

  10. Iemura, Hirokazu / Pradono, Mulyo Harris (2005): Simple algorithm for semi-active seismic response control of cable-stayed bridges. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 4-5 (25 April 2005).

    https://doi.org/10.1002/eqe.440

  11. Pradono, Mulyo Harris / Iemura, Hirokazu / Igarashi, Akira / Toyooka, Akihiro / Kalantari, Afshin (2009): Passively controlled MR damper in the benchmark structural control problem for seismically excited highway bridge. In: Structural Control and Health Monitoring, v. 16, n. 6 (Oktober 2009).

    https://doi.org/10.1002/stc.341

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