Zobrazeno 1 - 10
of 58
pro vyhledávání: '"柱梁接合部"'
Publikováno v:
日本建築学会構造系論文集. 80(713):1045-1053
This paper presents a method of evaluating local damage in steel beam-column connections using dynamic strain responses measured under ambient vibrations. In the proposed method, inner-force distribution in steel beam-column connection was estimated
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::59cba1f159c3b6ce54130d386c10ebf8
http://hdl.handle.net/2433/263904
http://hdl.handle.net/2433/263904
Publikováno v:
日本建築学会技術報告集. 19(43):917-922
Loading tests were conducted using column-beam joint specimens with such a shear-bending capacity ratio in the panel zone as specified for practical design. 1) The Q-R curve indicated stable and ductile hysteresis with no rapid strength reduction bey
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::f32f577db527c341e70315f712864990
https://tsukuba.repo.nii.ac.jp/records/36469
https://tsukuba.repo.nii.ac.jp/records/36469
Publikováno v:
日本建築学会構造系論文集. 77(682):1951-1958
This paper presents results of full-scale loading tests of welded moment connections subjected to variable amplitude cyclic loadings. The tests were conducted by two types of loading protocols, i.e. the two different constant amplitudes and the rando
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::ca231a1b791c4ee86dc90b786247913c
http://hdl.handle.net/2433/189238
http://hdl.handle.net/2433/189238
Publikováno v:
日本建築学会構造系論文集. 77(682):1959-1968
This paper presents results of loading tests of H-SA700 high strength steel structures in which beams and columns are made by undermatched welds and constructed by knee brace dampers. The feasibility of high strength bolted joints of high strength st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::1c0ca18d33e0240fe34f3ffb878d9e51
http://hdl.handle.net/2433/189239
http://hdl.handle.net/2433/189239
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
http://hdl.handle.net/2433/189235
Publikováno v:
日本建築学会技術報告集. 18(40):907-912
In this study, the structural performance of fully precast reinforced concrete beam-column joints was examined by conducting loading tests while varying the shear capacity in the panel zone, anchorage capacity of reinforcing bars of beam and the rati
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::fe845ea9fcb0ca7d276c0aa396b78ab4
https://tsukuba.repo.nii.ac.jp/records/36471
https://tsukuba.repo.nii.ac.jp/records/36471
Publikováno v:
日本建築学会技術報告集. 18(39):529-534
Research and development on a new precast concrete system that beam-column joints are manufactured as the precast concrete has been conducted for the purpose of more efficient use of precast concrete technology. In this study, the loading test is con
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::a3dc8215444e94d272cd152ab9ce080c
https://tsukuba.repo.nii.ac.jp/records/36472
https://tsukuba.repo.nii.ac.jp/records/36472
Autor:
SUITA, Keiichiro, TANAKA, Tsuyoshi, SATO, Atsushi, MANABE, Yoshiki, TSUKADA, Takaaki, SU, Zhongyu
Publikováno v:
日本建築学会構造系論文集. 76(664):1135-1142
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 moment frames. Test specimens are designed and fabricated to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=jairo_______::50542f8723a5b393512a951faae90ba7
http://hdl.handle.net/2433/189224
http://hdl.handle.net/2433/189224