Zobrazeno 1 - 10
of 26
pro vyhledávání: '"Haruhiko Suwada"'
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 88:276-287
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4d93accff96908b7e49d027431db85ec
https://doi.org/10.3130/aijs.88.276
https://doi.org/10.3130/aijs.88.276
Autor:
Tatsuya ASAI, Masaomi TESHIGAWARA, Kento YOSHIKAWA, Koichi KUSUNOKI, Eiichi INAI, Takuya NAGAE, Ippei MARUYAMA, Koichi KAJIWARA, Joji SAKUTA, Tsutomu OHTA, Haruhiko SUWADA, Hiroshi FUKUYAMA
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 87:464-474
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b2d2281643fc74366a612f8581f4c3ca
https://doi.org/10.3130/aijs.87.464
https://doi.org/10.3130/aijs.87.464
Autor:
Tomohisa Mukai, Hiroto Kato, Toshikazu Kabeyasawa, Masanobu Sakashita, Masaomi Teshigawara, Koichi Kusunoki, Hiroshi Fukuyama, Haruhiko Suwada
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 86:259-266
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e66849668113019cf3219e07e0bd408
https://doi.org/10.3130/aijs.86.259
https://doi.org/10.3130/aijs.86.259
Publikováno v:
Engineering Structures. 249:113252
This paper focuses on the development and verification of a unified calculation method for estimating the yield of reinforced concrete (RC) beams, columns, and walls deformation considering flexural deformations, shear deformations, and bar slip defo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3babf70bc8e59f27ef22748d6d0ce9bf
https://doi.org/10.1016/j.engstruct.2021.113252
https://doi.org/10.1016/j.engstruct.2021.113252
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 50:586-594
Static loading tests on two full-scale reinforced concrete buildings were conducted at Building Research Institute in 2014 and 2015 to verify the effectiveness of damage control design utilizing walls. The tested buildings were five-storeys high with
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::81f748feaab398d9a208a7fc7220503d
https://doi.org/10.5459/bnzsee.50.4.586-594
https://doi.org/10.5459/bnzsee.50.4.586-594
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. 50:565-573
In order to use a damaged building continuously after earthquake, owners and/or stakeholders need to understand residual seismic capacity of the building. In Japan, a method to evaluate residual seismic capacity for damaged buildings had been develop
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9fc81a443b393d806b87a82c167dd77
https://doi.org/10.5459/bnzsee.50.4.565-573
https://doi.org/10.5459/bnzsee.50.4.565-573
Autor:
Haruhiko Suwada, Toshikazu Kabeyasawa, Tomohisa Mukai, Koichi Kusunoki, Masaomi Teshigawara, Hiroto Kato, Hiroshi Fukuyama
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 81:313-322
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::50f9ee6d8d91977298a96a0871c425e0
https://doi.org/10.3130/aijs.81.313
https://doi.org/10.3130/aijs.81.313
Autor:
Haruhiko Suwada, Toshikatsu Ichinose, Susumu Takahashi, Yasushi Sanada, Kenki Matsumoto, Hiroshi Fukuyama, Kazuya Yoshida
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 76:371-377
We tested specimens to see behaviors of shear walls without column on compressive side, especially after flexural yielding. The most important parameter was the ratio of wall thickness to neutral axis depth. Flexural deformation capacity of shear wal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::095580164aa749eb70dbc56a25457c90
https://doi.org/10.3130/aijs.76.371
https://doi.org/10.3130/aijs.76.371
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 73:2185-2194
The influence of ultimate tensile strain (ePSH) fluctuation during the Pseudo Strain Hardening (PSH) behavior on the shear strength and deformation capacity after the flexural yielding of damper with High Performance Fiber Reinforced Cementitious Com
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb2f887fbc4456c992775a97828e7a0a
https://doi.org/10.3130/aijs.73.2185
https://doi.org/10.3130/aijs.73.2185
Publikováno v:
Structural Engineering and Mechanics. 26:409-426
Following previous work carried out in Building Research Institute in Japan, finite element analyses of conceptual column designs are performed in this paper. The effectiveness of the numerical model is evaluated by experimental tests and parametric
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::45baa2c65fce2d40a93ad2cff7eb3bc6
https://doi.org/10.12989/sem.2007.26.4.409
https://doi.org/10.12989/sem.2007.26.4.409