Výsledky vyhledávání - "スカラップ"

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

Zobrazit plný text záznamu

INITIATION AND PROPAGATION BEHAVIOR OF FATIGUE CRACK PENETRATING INTO STEEL DECK PLATE OF STEEL ORTHOTROPIC DECK AND INFLUENCE OF DECK PLATE THICKNESS AND SCALLOP ON FATIGUE DURABILITY

Publikováno v: 法政大学大学院紀要. デザイン工学研究科編. 1:1-8

The scallop had been usually set at the connection between deck plate, transverse rib and trough rib because of avoiding the intersection of weld lines. However, the scallop was specified not to be set because of avoiding fatigue crack from the scall

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::0eb038bd21408e2d2ccdff353e680780
http://hdl.handle.net/10114/8397

Zobrazit plný text záznamu

Deformation capacity evaluation of welded beam to column connection subjected to repeated plastic strain : part 5 : Influence of weld access hole on deformation capacity

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

Publikováno v: 日本建築学会近畿支部研究報告集. 構造系. (51):249-252

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::903375e359d84cd8d36519c0a66757be
http://hdl.handle.net/2433/189160

Zobrazit plný text záznamu

Experimental Examination of Scallop on the Channel Floor made of Plaster

Publikováno v: 法政地理 = JOURNAL of THE GEOGRAPHICAL SOCIETY OF HOSEI UNIVERSITY. 36:41-50

石灰岩洞窟の地下川に発達するスカラップは，溶食作用により形成される．海外では，スカラップの長さと流速には一定の関係式が成り立つことがこれまでに明らかにされている．この�

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=jairo_______::bca319f7a7b71b04ff1c45e370195ddb
http://hdl.handle.net/10114/00025919

Zobrazit plný text záznamu

Test Results and crack propagation characteristics of strong type moment connection : Deformation capacity of welded beam-to-column connection subjected to repeated plastic strain, Part 4

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

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. :1033-1034

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_______::0ae4d0301752e5ce9a543695e493fd3d
http://hdl.handle.net/2433/189002

Zobrazit plný text záznamu

Influence of weld access hole on deformation capacity of moment connection with SN490 steel beams : Deformation capacity evaluation of welded beam-to-column connection subjected to repeated plastic strain, Part 6

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

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. :1035-1036

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_______::31573adf855a31a22c76997d8c92e9e2
http://hdl.handle.net/2433/189003

Zobrazit plný text záznamu

Vyhledávací nástroje:

Upřesnit hledání