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Base de données et galerie internationale d'ouvrages d'art et du génie civil

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Hayato Asada

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

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. Dans: Engineering Structures, v. 267 (septembre 2022).
https://doi.org/10.1016/j.engstruct.2022.114655
Seki, Akiri / Inoue, Keisuke / Okazaki, Taichiro / Hashioka, Shogo / Asada, Hayato (2022): Seismic performance of steel chevron braced frames designed according to Japanese practice. Dans: Journal of Constructional Steel Research, v. 189 (février 2022).
https://doi.org/10.1016/j.jcsr.2021.107066
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. Dans: Earthquake Engineering and Structural Dynamics, v. 49, n. 15 (décembre 2020).
https://doi.org/10.1002/eqe.3320
Luo, Pengjun / Asada, Hayato / Tanaka, Tsuyoshi (2020): Limit analysis for partial-joint-penetration weld T-joints with arbitrary loading angles. Dans: Engineering Structures, v. 213 (juin 2020).
https://doi.org/10.1016/j.engstruct.2020.110459
Luo, Pengjun / Asada, Hayato / Uang, Chia-Ming / Tanaka, Tsuyoshi (2020): Directionality Effect on Strength of Partial-Joint-Penetration Groove Weld Joints. Dans: Journal of Structural Engineering (ASCE), v. 146, n. 4 (avril 2020).
https://doi.org/10.1061/(asce)st.1943-541x.0002580
Cui, Yao / Asada, Hayato / Kishiki, Shoichi / Yamada, Satoshi (2012): Ultimate strength of gusset plate connections with fillet welds. Dans: Journal of Constructional Steel Research, v. 75 (août 2012).
https://doi.org/10.1016/j.jcsr.2012.03.010
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. Dans: International Journal of Steel Structures, v. 14, n. 4 ( 2014).
https://doi.org/10.1007/s13296-014-1217-8

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