Zobrazeno 1 - 10
of 39
pro vyhledávání: '"Kunio Fukuyama"'
Autor:
Tomohisa Mukai, Koichi Kajiwara, Kunio Fukuyama, Toshikazu Kabeyasawa, Hiroshi Fukuyama, Yusuke Tosauchi, Toshimi Kabeyasawa, Eiji Sato, Takuya Nagae, Hitoshi Shiohara, Takahito Inoue
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 83:1139-1149
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f8dc25d4954980ee495dd58d45c2b85
https://doi.org/10.3130/aijs.83.1139
https://doi.org/10.3130/aijs.83.1139
Autor:
Koichi Kajiwara, Hiroshi Fukuyama, Toshikazu Kabeyasawa, Takuya Nagae, Kunio Fukuyama, Yusuke Tosauchi, Tomohisa Mukai, Jae-Do Kang, Toshimi Kabeyasawa, Takahito Inoue, Hitoshi Shiohara, Eiji Sato
Publikováno v:
Engineering Structures. 233:111848
In this paper, results are presented from shaking-table tests of a full-scale 10-story reinforced-concrete structure to confirm the behavior of a free-standing system with a base that permits both sliding and uplifting. The purpose of this system is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::39400060009148f168c7d90daa80902e
https://doi.org/10.1016/j.engstruct.2020.111848
https://doi.org/10.1016/j.engstruct.2020.111848
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 81:2013-2023
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37e6ca774f8266a867125ecfca79a21f
https://doi.org/10.3130/aijs.81.2013
https://doi.org/10.3130/aijs.81.2013
Autor:
Kunio Fukuyama, Takuya Nagae, John W. Wallace, Sofia Gavridou, Taizo Matsumori, Kenich Tahara
Publikováno v:
Journal of Structural Engineering. 143
In 2010, a full-scale, 4-story precast concrete building was tested on the E-Defense shake table. The lateral-force-resisting system of the building included unbonded posttensioned (UPT) co...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1214c0725a250e87ac4c2a31069c8742
https://doi.org/10.1061/(asce)st.1943-541x.0001756
https://doi.org/10.1061/(asce)st.1943-541x.0001756
Autor:
Taichiro Okazaki, Masayoshi Nakashima, Tomohiro Matsumiya, Takuya Nagae, Kunio Fukuyama, Takahito Inoue
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 78:569-578
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::07efee019b4a9e069481f317b36d1fb4
https://doi.org/10.3130/aijs.78.569
https://doi.org/10.3130/aijs.78.569
Autor:
Hitoshi Shiohara, Kenichi Tahara, Taizo Matsumori, Minehiro Nishiyama, Takuya Nagae, Toshimi Kabeyasawa, Kunio Fukuyama, Susumu Kono, Isao Nishiyama
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 77:75-84
A four-story prestressed concrete building is tested by using the E-Defense shake-table facility. The test building with a rectangular plan utilizes the moment frame system in the longitudinal direction and the multi-story wall frame system in the tr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5dd255817ab01f603f8687efedbfcbd4
https://doi.org/10.3130/aijs.77.75
https://doi.org/10.3130/aijs.77.75
Autor:
Yu-Lin Chung, Tomohiro Matsumiya, Takuya Nagae, Kunio Fukuyama, Masayoshi Nakashima, Taichiro Okazaki
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 77:85-94
The performance of high-rise steel moment frame buildings constructed in the 1970's is examined by using the E-Defense shake-table facility. Typical design and detailing in the 1970's are incorporated in a four-story, steel moment frame specimen. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4ba5699acc0f8de0fe030a21f0d178a
https://doi.org/10.3130/aijs.77.85
https://doi.org/10.3130/aijs.77.85
Autor:
Kenichi Tahara, Toshimi Kabeyasawa, Minehiro Nishiyama, Taizo Matsumori, Isao Nishiyama, Susumu Kono, Kunio Fukuyama, Takuya Nagae, Hitoshi Shiohara
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 76:1961-1970
A four-story RC building is tested by using the E-Defense shake-table facility in order to verify the assessments based on AIJ recommendations as well as in order to examine its performance given by the newer Japanese code. The building consists of m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2cf84a783cdf1a7ede21345bbea503f
https://doi.org/10.3130/aijs.76.1961
https://doi.org/10.3130/aijs.76.1961
Autor:
Kouichi Kajiwara, Taiki Saito, Takahito Inoue, Takuya Nagae, Haruyuki Kitamura, Kunio Fukuyama, Nobuo Fukuwa, Masayoshi Nakashima, Daiki Sato, Hayato Ouchi, Yu Shimada
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 76:1639-1648
A series of shaking table tests on a high-rise building are conducted in order to assess effects of retrofit using steel dampers. The specimen consists of a four-story steel frame and an upper substitute layers made of concrete slabs and rubber beari
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::87dd9994e715250a29ccc2cf4c348dae
https://doi.org/10.3130/aijs.76.1639
https://doi.org/10.3130/aijs.76.1639
Publikováno v:
AIJ Journal of Technology and Design. 16:535-540
A two-story, two-span by two-bay frame was set up on E-Defense shaking table, and curtain walls made of metal sashes and glasses were attached with typical connection details. In a series of tests, seismic responses of a high-rise building were repro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c08421f179a3a5c40b063465a5af74f
https://doi.org/10.3130/aijt.16.535
https://doi.org/10.3130/aijt.16.535