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Hayato Asada ORCID

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. Luo, Pengjun / Tanaka, Tsuyoshi / Asada, Hayato (2022): Experimental study on elastic-plastic behavior of high-strength steel beam-to-column panel zone considering under-matching welding effect. In: Engineering Structures, v. 267 (September 2022).

    https://doi.org/10.1016/j.engstruct.2022.114655

  2. Seki, Akiri / Inoue, Keisuke / Okazaki, Taichiro / Hashioka, Shogo / Asada, Hayato (2022): Seismic performance of steel chevron braced frames designed according to Japanese practice. In: Journal of Constructional Steel Research, v. 189 (February 2022).

    https://doi.org/10.1016/j.jcsr.2021.107066

  3. Asada, Hayato / Sen, Andrew D. / Li, Tao / Berman, Jeffrey W. / Lehman, Dawn E. / Roeder, Charles W. (2020): Seismic performance of chevron‐configured special concentrically braced frames with yielding beams. In: Earthquake Engineering and Structural Dynamics, v. 49, n. 15 (December 2020).

    https://doi.org/10.1002/eqe.3320

  4. Luo, Pengjun / Asada, Hayato / Tanaka, Tsuyoshi (2020): Limit analysis for partial-joint-penetration weld T-joints with arbitrary loading angles. In: Engineering Structures, v. 213 (June 2020).

    https://doi.org/10.1016/j.engstruct.2020.110459

  5. Luo, Pengjun / Asada, Hayato / Uang, Chia-Ming / Tanaka, Tsuyoshi (2020): Directionality Effect on Strength of Partial-Joint-Penetration Groove Weld Joints. In: Journal of Structural Engineering (ASCE), v. 146, n. 4 (April 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002580

  6. Cui, Yao / Asada, Hayato / Kishiki, Shoichi / Yamada, Satoshi (2012): Ultimate strength of gusset plate connections with fillet welds. In: Journal of Constructional Steel Research, v. 75 (August 2012).

    https://doi.org/10.1016/j.jcsr.2012.03.010

  7. Asada, Hayato / Tanaka, Tsuyoshi / Yamada, Satoshi / Matoba, Hiroaki (2014): Proposal for seismic retrofit of beam-to-column connection by the addition of H-section haunches to beams using bolt connection. In: International Journal of Steel Structures, v. 14, n. 4 ( 2014).

    https://doi.org/10.1007/s13296-014-1217-8

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