Zobrazeno 1 - 10
of 25
pro vyhledávání: '"局部座屈"'
Autor:
Fujinaga, Takashi
Publikováno v:
神戸大学都市安全研究センター研究報告. 26:51-65
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::5ac09a36f495099101bfab4dc7959ab9
https://hdl.handle.net/20.500.14094/0100477427
https://hdl.handle.net/20.500.14094/0100477427
Autor:
Fujinaga, Takashi
Publikováno v:
神戸大学都市安全研究センター研究報告. 25:97-112
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::090aefebe0530ad149b9c155abe8976a
https://hdl.handle.net/20.500.14094/81013288
https://hdl.handle.net/20.500.14094/81013288
Autor:
Fujinaga, Takashi
Publikováno v:
神戸大学都市安全研究センター研究報告. 24:94-104
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::13aa612a1f8cf17522431b7257454469
https://hdl.handle.net/20.500.14094/81013260
https://hdl.handle.net/20.500.14094/81013260
Publikováno v:
日本建築学会構造系論文集. 85(767):105-115
In Tohoku earthquake (March 11, 2011), highrise steel buildings of the Tokyo downtown area shook for a long moment under the influence of long-period ground motion. To prevent damage under such ground motion, evaluation on deformation capacity of ste
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::0ea35227645e42e47f3de5b6a7351251
http://hdl.handle.net/2433/267899
http://hdl.handle.net/2433/267899
Publikováno v:
日本建築学会構造系論文集. 84(755):29-37
A finite element analysis of a square concrete-filled-tube (CFT) column under cyclic shear-bending loading is conducted. The concrete constitutive model proposed by the authors, which has extended Drucker-Prager yield surface and a simple damage crit
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::32839925fe8bdbe5f9286a9f13313c44
http://hdl.handle.net/2433/250760
http://hdl.handle.net/2433/250760
Autor:
澤本, 佳和
0048
甲第22769号
工博第4768号
新制||工||1746(附属図書館)
学位規則第4条第1項該当
Doctor of Philosophy (Engineering)
Kyoto University
DFAM
甲第22769号
工博第4768号
新制||工||1746(附属図書館)
学位規則第4条第1項該当
Doctor of Philosophy (Engineering)
Kyoto University
DFAM
Externí odkaz:
http://hdl.handle.net/2433/259037
DEVELOPMENT OF ELASTIC-PLASTIC BEAM-COLUMN FEM MODEL WITH FIBER ELEMENT EVALUATING SHEAR DEFORMATION
本論は，せん断変形を考慮するいくつかのファイバー要素で構成される新しい平面梁-柱有限要素法を増分摂動法により定式化して提案している。各ファイバー要素におけるせん断ひずみ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::b0aa8eae6c398ca0d3b7515113cc9bae
http://hdl.handle.net/10212/2504
http://hdl.handle.net/10212/2504
Publikováno v:
構造工学論文集. A = Journal of structural engineering. A. 59:70-79
Recently, High Performance Steel, HPS, especially for bridge construction has been developed, named SBHS. Although SBHS has high strength and high weldability, SBHS steel has not been widely adopted in bridge constructions in Japan, because SBHS stee
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::e3b8e4e1c98d002eeb085e090bc7f6ef
http://hdl.handle.net/10258/00010051
http://hdl.handle.net/10258/00010051