Zobrazeno 1 - 10
of 42
pro vyhledávání: '"Hitoshi Shiohara"'
Autor:
Jae‐Do Kang, Koichi Kajiwara, Yusuke Tosauchi, Eiji Sato, Takahito Inoue, Toshimi Kabeyasawa, Hitoshi Shiohara, Takuya Nagae, Toshikazu Kabeyasawa, Hiroshi Fukuyama, Tomohisa Mukai
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:1932-1955
Autor:
Jae‐Do Kang, Koichi Kajiwara, Yusuke Tosauchi, Eiji Sato, Takahito Inoue, Toshimi Kabeyasawa, Hitoshi Shiohara, Takuya Nagae, Toshikazu Kabeyasawa, Hiroshi Fukuyama, Tomohisa Mukai
Publikováno v:
Earthquake Engineering & Structural Dynamics.
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
Publikováno v:
Earthquake Engineering & Structural Dynamics. 46:2519-2536
Summary An existing two-dimensional macroelement for reinforced concrete beam–column joints is extended to a three-dimensional macroelement. The three-dimensional macroelement for beam–column joints consists of six rigid interface plates and unia
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 82:1437-1447
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
Autor:
Fumio KUSUHARA, Hitoshi SHIOHARA
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 78:1949-1958
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 78:847-855
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
Autor:
Hitoshi Shiohara, Suhee Kim
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 77:1933-1939