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Hirokazu Iemura

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Iemura, Hirokazu / Igarashi, Akira / Pradono, Mulyo Harris / Kalantari, Afshin (2006): Passive and Semi-Active Pseudo Negative Stiffness Control of Highway Bridge Benchmark Problem. Presented at: 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 (October 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 (June 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. Presented at: 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 (January 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 (January 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 (October 2009).

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

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