Výsledky vyhledávání - "Suita Keiichiro"

Akademický článek

Seismic-Resistant Weld-Free Steel Frame Buildings with Mechanical Joints and Hysteretic Dampers.

Autor: Inoue, Kazuo¹ inoue@archi.kyoto-u.ac.jp, Suita, Keiichiro² suita@archi.kyoto-u.ac.jp, Takeuchi, Ichiro³ takeuchi.ichiroh@hq.nsc.co.jp, Chusilp, Praween praween.stdesign@takenaka.co.th, Nakashima, Masayoshi⁴ nakashima@archi.kyoto-u.ac.jp, Feng Zhou zhou@steel.mbox.media.kyoto-u.ac.jp

Publikováno v: Journal of Structural Engineering. Jun2006, Vol. 132 Issue 6, p864-872. 9p. 1 Black and White Photograph, 6 Diagrams, 4 Charts, 3 Graphs.

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EFFECT OF VARIABLE AMPLITUDE LOADING PROTOCOL ON DEFORMATION CAPACITY Deformation capacity of welded beam-to-column connections subjected to repeated plastic strain Part 3

Autor: SUITA, Keiichiro, TANAKA, Tsuyoshi, MANABE, Yoshiki, TAKATSUKA, Kouhei

Publikováno v: 日本建築学会構造系論文集. 77(682):1951-1958

This paper presents results of full-scale loading tests of welded moment connections subjected to variable amplitude cyclic loadings. The tests were conducted by two types of loading protocols, i.e. the two different constant amplitudes and the rando

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::ca231a1b791c4ee86dc90b786247913c
http://hdl.handle.net/2433/189238

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MECHANICAL PERFORMANCE AND SEISMIC RESPONSE OF KNEE BRACE DAMPER STRUCTURE OF H-SA700 HIGH STRENGTH STEEL MEMBERS MADE BY UNDERMATCHED WELDS

Autor: SHINSAI, Naoki, SUITA, Keiichiro, KOETAKA, Yuji

Publikováno v: 日本建築学会構造系論文集. 77(682):1959-1968

This paper presents results of loading tests of H-SA700 high strength steel structures in which beams and columns are made by undermatched welds and constructed by knee brace dampers. The feasibility of high strength bolted joints of high strength st

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::1c0ca18d33e0240fe34f3ffb878d9e51
http://hdl.handle.net/2433/189239

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スカラップの有無が変形能力に及ぼす影響 - 塑性歪履歴を受ける鋼構造柱梁溶接接合部の変形能力その2

Autor: TAKATSUKA, Kouhei, MANABE, Yoshiki, SUITA, Keiichiro, TANAKA, Tsuyoshi, TSUKADA, Takaaki, SU, Zhongyu

Publikováno v: 日本建築学会構造系論文集. 77(673):453-459

This paper presents results of full-scale cyclic loading tests under constant deformation amplitude conducted to evaluate deformation capacity of welded beam-to-column connection adopted in a moment frame. Test specimens are designed and fabricated t

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::8dd6fb74c066483fe8fd022948f3a69e
http://hdl.handle.net/2433/189235

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SEISMIC RESPONSE ANALYSIS CONSIDERING HYSTERESIS CHARACTERISTIC OF HIGH STRENGTH BOLT CONNECTION OBTAINED FROM LOADING TEST - Demand of strength for connection of bucklin-restrained brace considering variation of mechanical properties Part 2

Autor: KUME, Kenichi, SUITA, Keiichiro

Publikováno v: 日本建築学会構造系論文集. 76(667):1713-1720

Seismic response of the passive controlled structure using buckling-restrained braces (BRB) can be ensured when the BRB connection have sufficient strength. This paper investigates demand of connection strength considering hysteresis characteristics

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::bda5f7a634efd70f5f14e319a3290e7a
http://hdl.handle.net/2433/189230

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EFFECT OF ULTIMATE FLEXURAL STRENGTH OF BEAM END CONNECTION ON DEFORMATION CAPACITY Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain Part 1

Autor: SUITA, Keiichiro, TANAKA, Tsuyoshi, SATO, Atsushi, MANABE, Yoshiki, TSUKADA, Takaaki, SU, Zhongyu

Publikováno v: 日本建築学会構造系論文集. 76(664):1135-1142

This paper presents results of full-scale cyclic loading tests under constant deformation amplitude conducted to evaluate deformation capacity of welded beam-to-column connection adopted in moment frames. Test specimens are designed and fabricated to

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::50542f8723a5b393512a951faae90ba7
http://hdl.handle.net/2433/189224

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