Zobrazeno 1 - 7
of 7
pro vyhledávání: '"崩壊機構"'
Autor:
Mou, Ben, Matsuo, Shintaro
Publikováno v:
都市・建築学研究. 28:79-94
This paper presents an analytical study on offset H-shaped steel beam to square concrete filled steel tubular column connection panels with exterior diaphragms. This research focuses on the full plastic strength and collapse mechanisms of the offset
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::219011fbf20bb8b6d9c5e3c7e207e3fe
http://hdl.handle.net/2324/1785658
http://hdl.handle.net/2324/1785658
Autor:
Kaneko, Kensaku
Publikováno v:
コンクリート工学年次論文集. 39
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::85f4eeee053990d33b23ec03024b2248
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100737174
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100737174
Publikováno v:
都市・建築学研究. 26:101-110
The purpose of this paper is to investigate monotonic and cyclic behavior of offset H-shaped steel beams to square concrete filled steel tubular (CFT) column connection panels with exterior diaphragms. The main objective of this research is to establ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::dfad67355d3b2d5fad6db4557076c719
http://hdl.handle.net/2324/1515830
http://hdl.handle.net/2324/1515830
Publikováno v:
都市・建築学研究. 4:151-158
The paper presents a numerical study on the effects of the column over-desigh factor on earthquake responses of moment resistant frames composed of concrete filled tubular(CFT) columns. The first objective is to compare the response characteristics o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::388d09a2890cbfd9bd1338788da60c25
http://hdl.handle.net/2324/19036
http://hdl.handle.net/2324/19036
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
http://hdl.handle.net/2298/13141
Autor:
Koji Ogawa
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 66:143-150
This paper deals with equivalent single-degree-of-freedom systems that can simulate the seismic response of fishbone-shaped frames. The response of a multi-story frame subjected to an earthquake is strongly affected by the collapse mechanism that for
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4176e11fb28767765c86ad77274f41ed
https://doi.org/10.3130/aijs.66.143_1
https://doi.org/10.3130/aijs.66.143_1
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
http://hdl.handle.net/2298/13138