Zobrazeno 1 - 5
of 5
pro vyhledávání: '"平面骨組"'
Publikováno v:
日本建築学会構造系論文集. 83(753):1607-1616
After unexpected disasters such as off the Pacific coast of Tohoku earthquake (2011) and the Kumamoto earthquake (2016), structural health monitoring techniques are strongly desired to evaluate the structural state of a building immediately. In the s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::dde66ac526ee533dab25049e719709e2
http://hdl.handle.net/2433/241729
http://hdl.handle.net/2433/241729
Autor:
Su, Zhongyu, [checking], Sato, Kotaro, Kawabe, Hidenori, Suita, Keiichiro, Hayashi, Yasuhiro, Sato, Atsushi
Publikováno v:
日本建築学会技術報告集. 16(32):75-80
Seismic response of two high-rise buildings, 75m and 150m height, subjected to ground motions predicted for Uemachi Fault was investigated by numerical analysis to estimate plastic deformation demand on steel structural members. From the result, the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::16e950308f6d405494dc2f47c5d8e4d6
http://hdl.handle.net/2433/153332
http://hdl.handle.net/2433/153332
Publikováno v:
広島工業大学研究紀要. 34:91-97
The governing equations for the plane framed structures considering deformation of joint panels based on principle of hybrid potential energy can be applied to the earthquake response analysis. The plane frames with four types of beam-to-column conne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::696eb7d913b9fc932bf513df06a661d7
http://id.nii.ac.jp/1826/00000602/
http://id.nii.ac.jp/1826/00000602/
Publikováno v:
広島工業大学研究紀要. 34:91-97
The governing equations for the plane framed structures considering deformation of joint panels based on principle of hybrid potential energy can be applied to the earthquake response analysis. The plane frames with four types of beam-to-column conne
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::8e709aa0b245ef9c95c601cbf4458a59
http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/3717
http://harp.lib.hiroshima-u.ac.jp/it-hiroshima/metadata/3717
Publikováno v:
日本建築学会構造系論文集. 521:119-126
It is important to estimate the required cumulative plastic deformation of members against strong earthquake for seismic design. The conventional model which has been generally used for seismic response analysis is equivalent multi-mass shear vibrati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::59e379c08ce3787c613030246879fb7b
http://hdl.handle.net/2298/13136
http://hdl.handle.net/2298/13136