Zobrazeno 1 - 10 of 20 pro vyhledávání: '"Tetsuhiro Asari"'
5
Seismic Performance of Story Drift–Controlled RC Frames with Hysteretic Dampers
Autor: Mitsumasa Midorikawa, Juan Andres Oviedo-Amezquita, Tetsuhiro Asari
Publikováno v: Earthquake Spectra. 28:1569-1587
This paper investigates the seismic performance of story drift–controlled reinforced concrete (RC) frames with hysteretic dampers. The frame models include a wide range of mechanical properties of dampers, which are defined according to a proportio
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::50d55097fea60e75d91f3be129c30c47
https://doi.org/10.1193/1.4000092
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7
An equivalent SDOF system model for estimating the response of R/C building structures with proportional hysteretic dampers subjected to earthquake motions
Autor: A Juan Andrés Oviedo, Tetsuhiro Asari, Mitsumasa Midorikawa
Publikováno v: Earthquake Engineering & Structural Dynamics. 40:571-589
For the purpose of estimating the earthquake response, particularly the story drift demand, of reinforced concrete (R/C) buildings with proportional hysteretic dampers, an equivalent single-degree-of-freedom (SDOF) system model is proposed. Especiall
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::488d6f2635bca90c63574f4db759f7b3
https://doi.org/10.1002/eqe.1049
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8
Earthquake response of ten-story story-drift-controlled reinforced concrete frames with hysteretic dampers
Autor: A Juan Andrés Oviedo, Tetsuhiro Asari, Mitsumasa Midorikawa
Publikováno v: Engineering Structures. 32:1735-1746
To date, most studies on the earthquake response of building structures with hysteretic dampers have defined the mechanical properties of dampers based on a required yield strength and stiffness. Moreover, some previous studies have also shown that t
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::bf822c534c1dc24ece64fc99deeb27aa
https://doi.org/10.1016/j.engstruct.2010.02.025
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9
THREE-DIMENSIONAL SHAKING TABLE TESTS ON SEISMIC RESPONSE OF REDUCED-SCALE STEEL FRAMES WITH YIELDING BASE PLATES ALLOWED TO UPLIFT
Autor: Mitsumasa Midorikawa, Takayoshi Kusakari, Tetsuhiro Asari, Hirotake Hori, Tadashi Ishihara, Tatsuya Azuhata
Publikováno v: Journal of Structural and Construction Engineering (Transactions of AIJ). 75:213-221
The seismic response of three-story one-third-scale steel frames with columns allowed to uplift is evaluated and compared with that of fixed-base frames by three-dimensional shaking table tests. The test frames were retested using four different fram
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::29a55796627f86c83dc47a23b6d2e95a
https://doi.org/10.3130/aijs.75.213
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10
HYSTERETIC CHARACTERISTICS AND PLASTIC DEFORMATION CAPACITY OF UPLIFT YIELDING BASE-PLATES FOR CONTROLLED ROCKING FRAMES
Autor: Tatsuya Azuhata, Mitsumasa Midorikawa, Tatsuya Hasegawa, Tetsuhiro Asari, Tadashi Ishihara
Publikováno v: Journal of Structural and Construction Engineering (Transactions of AIJ). 75:1159-1166
Previous studies have suggested that rocking vibration accompanied with foundation uplift motion might reduce the seismic damage to buildings subjected to severe earthquake motions. Based on this knowledge, the authors have proposed the uplift rockin
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::374f3632926318aeb2f87a9879a4e115
https://doi.org/10.3130/aijs.75.1159
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