Výsledky vyhledávání - "最大塑性回転角"

キョウシンオウケルコウコウゾウラーメンホネグミノハリニショウジルソセイヘンケイ ; ソノ１サイダイヘンケイ

Publikováno v: 鋼構造論文集. 10(39):89-104

This study is concerned with the demand for ductility of beams in steel moment frames. Numerical response analysis was carried out for 15 frames against a variety of ground motions. This paper (Part 1) describes the magnitude of plastic deformation i

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::4ed12dde5d201514d75e1cbe8c997000
http://hdl.handle.net/2298/9708

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Ductility demanded of beams in steel moment frames

Autor: Ogawa, Koji, Yokoyama, Noriyuki

Publikováno v: 日本建築学会構造系論文集. 547:177-184

The previous paper proposed a seismic design procedure to estimate the ductility demanded of beams in steel frames that sustain overall collapse mechanisms. In this paper, a method is presented to predict a collapse mechanism that can form with the g

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::afad2368ff4c1bb9246ec61e1c960177
http://hdl.handle.net/2298/13141

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Ductility demanded of members in steel moment frames sustaining beam-hinging mechanism

Autor: Masayoshi Nakashima, Shinichi Sawaizumi, Kazuo Inoue, Koji Ogawa

Publikováno v: 日本建築学会構造系論文集. 537:121-128

This paper presents a seismic design procedure to estimate the ductility demanded of beams in strong column - weak beam steel frames. Critical parameters that control the earthquake response of steel frames are characterized and incorporated into the

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f00478d5c8caf3a9225cd4a3f81c7a60
http://hdl.handle.net/2298/13138

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キョウシンオウケルコウコウゾウラーメンホネグミノチュウキャクニショウジルソセイヘンケイ

Autor: Nakahara, Hiroaki, Ogawa, Koji

Publikováno v: 鋼構造論文集. 12(45)

This paper is concerned with the demand for ductility of column base in steel moment frames. Numerical response analysis was carried out for 15 frames against a variety of ground motions. In this paper, the magnitude of plastic deformation introduced

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::9f70386e7b1110729b177e73a2b8cd2d
http://hdl.handle.net/2298/9710

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Research on Design Input Ground Motion and Design Method of Building for Uemachi Fault Earthquake : Part 7 : Study on Steel Building

Autor: HORIMOTO, Akinobu, NISHIMURA, Katsuhisa, TAGA, Kenzo, SUITA, Keiichiro, TADA, Motohide, TANAKA, Tsuyoshi, MUKAIDE, Seiji, TSUKAGOSHI, Haruo

Publikováno v: 学術講演梗概集. C-1, 構造 III, 木質構造, 鉄骨構造, 鉄骨鉄筋コンクリート構造. :693-694

Summaries of technical papers of Annual Meeting Architectural Institute of Japan. C-1, Structures III, Timber structures steel structures steel reinforced concrete structures

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::56dba8c7ac2631f9ee87303862c5b702
http://hdl.handle.net/2433/189022

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