Zobrazeno 1 - 10 of 47 pro vyhledávání: '"Motohide Tada"'
1
Monotonic and hysteretic model for H-shaped beams incorporating deterioration behavior owing to the local buckling
Autor: Hao Qi, Yu Shirai, Motohide Tada, Naoki Tani
Publikováno v: Thin-Walled Structures. 157:107016
To investigate the collapse behavior of steel frames under the random earthquake, it is essential to grasp the hysteretic behavior of beam members. However, in the large-deformation region, the behavior of beams is difficult to be captured precisely
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::8435ad3c7f774588304ba6342c95d5b6
https://doi.org/10.1016/j.tws.2020.107016
Zobrazit plný text záznamu
6
Low cycle fatigue property of 1000N class steel and performances of H-section Column-to-Beam Welded Joints
Autor: Kouji Fukuda, Shoichiro Fujihira, Motohide Tada, Toshiyuki Numata, Tomoyuki Hashida, Yasuo Ichinohe, Tomoya Kawabata, Isao Kohzu, Seiji Mukaide, Kenzo Taga, Masamichi Sasaki, Susumu Kuwahara
Publikováno v: QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY. 29:125-134
Recently, ultra high strength steel plate such as 1000N (950N/mm2 Class) class strength is focused as material of various type of steel structure. 1000N class steel has already applied in hydropower plant in order to enjoy its effect on weight and co
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::5835752db5645be4eede77b74d93a3db
https://doi.org/10.2207/qjjws.29.125
Zobrazit plný text záznamu
7
SEISMIC RESPONSE OF STEEL STRUCTURES INCLUDING FRACTURES AT TUBULAR BRACES USING COLLABORATIVE PSEUDO DYNAMIC TEST
Autor: Masaru Kataoka, Motohide Tada, Seiji Mukaide
Publikováno v: Journal of Structural and Construction Engineering (Transactions of AIJ). 75:1139-1147
This paper presents seismic response of steel structures including fractures at tubular braces. We apply pseudo dynamic test of substructure to collaborative structural analysis system in order to conduct high-accuracy analyses because it is very dif
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::db8b04ff880344f1f38101ed2cb3b502
https://doi.org/10.3130/aijs.75.1139
Zobrazit plný text záznamu
8
SUMMARY OF BLIND ANALYSIS CONTEST FOR FULL-SCALE FOUR-STORY STEEL BUILDING AND EVALUATION OF ACCURACY OF NUMERICAL ANALYSIS
Autor: Tsuyoshi Hikino, Kazuhiko Kasai, Masayoshi Nakashima, Makoto Ohsaki, Motohide Tada
Publikováno v: Journal of Structural and Construction Engineering (Transactions of AIJ). 75:1717-1726
A full-scale collapse test of a four-story moment resisting frame was conducted in September 2007 at the E-Defense shake table facility. A blind analysis contest was organized for the simulation of incipient collapse response of the frame to stimulat
Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::9bf091024c5b233de8fdd75e15e04885
https://doi.org/10.3130/aijs.75.1717
Zobrazit plný text záznamu

Vyhledávací nástroje:

Upřesnit hledání

Omezení vyhledávání
Plný text Recenzováno Digitální knihovna AV ČR
Zdroje