Zobrazeno 1 - 10 of 18 pro vyhledávání: '"Tsuyoshi Hikino"'
1
Adaptive numerical method algorithms for nonlinear viscous and bilinear oil damper models subjected to dynamic loading
Autor: Sarven Akcelyan, Tsuyoshi Hikino, Dimitrios G. Lignos
Publikováno v: Soil Dynamics and Earthquake Engineering. 113:488-502
Adaptive numerical method algorithms are presented for the numerical simulation of the hysteretic behaviour of nonlinear viscous and bilinear oil dampers within a finite element program for nonlinear dynamic analysis of frame structures under earthqu
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4ec5aa4feeb48320aa20982fb9c7d050
https://doi.org/10.1016/j.soildyn.2018.06.021
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3
Out-of-Plane Stability of Buckling-Restrained Braces Placed in Chevron Arrangement
Autor: Koichi Kajiwara, Masayoshi Nakashima, Tsuyoshi Hikino, Taichiro Okazaki
Publikováno v: Journal of Structural Engineering. 139(11):1812-1822
Large-scale shake table tests were performed at E-Defense to examine the out-of-plane stability of buckling-restrained braces (BRBs). Two specimens were subjected repeatedly to a near-fault ground motion with increasing amplification. The test specim
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::63af030cda78babdb4227bca99f0d230
http://hdl.handle.net/2115/54933
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5
Collapse Assessment of Steel Moment Frames Based on E-Defense Full-Scale Shake Table Collapse Tests
Autor: Yuichi Matsuoka, Masayoshi Nakashima, Tsuyoshi Hikino, Dimitrios G. Lignos
Publikováno v: Journal of Structural Engineering. 139:120-132
This paper presents key parameters that affect numerical modeling of steel frame structures for reliable collapse simulations. The collapse assessment is based on experimental data obtained from a full-scale shaking table collapse test of a 4-story s
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c1d91b52d449e7ec70774ec3b6e88eec
https://doi.org/10.1061/(asce)st.1943-541x.0000608
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6
Ceiling Anchorage Loads during Shake Table Tests of a Full-Scale Five-Story Building
Autor: Kazuhiko Kasai, Kosuke Hirase, Matthew S. Hoehler, Yasuaki Sato, Tsuyoshi Hikino, Shojiro Motoyui
Publikováno v: EARTHQUAKE SPECTRA. 28(4):1447-1467
This paper documents tests conducted to assess anchor loading characteristics and distributions over a suspended ceiling before, during, and after a series of simulated earthquakes. Miniature force-measurement devices were installed on a 4.5 by 6.5 m
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f06c8bf5221880423a1f6f64b3946e6f
http://t2r2.star.titech.ac.jp/cgi-bin/publicationinfo.cgi?q_publication_content_number=CTT100805989
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10
SEISMIC PERFORMANCE OF CONTROLLED ROCKING FRAMES WITH SHEAR FUSE AND PT WIRE ANCHORAGE
Autor: Mitsumasa Midorikawa, Shoichi Kishiki, Toru Takeuchi, Tsuyoshi Hikino, Ryohei Yamazaki, Gregory G. Deierlein, Masaru Ohbayashi, Kazuhiko Kasai
Publikováno v: Journal of Structural and Construction Engineering (Transactions of AIJ). 75:1547-1556
Previous studies of rocking frame systems have established their ability to resist earthquake ground motions by transforming the input energy into potential energy through uplift of the building self weight and damping out the motions through energy
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::9a45e64b4b591fc32cd17b788c757df5
https://doi.org/10.3130/aijs.75.1547
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