Zobrazeno 1 - 10
of 33
pro vyhledávání: '"KAZUHIRO KITAYAMA"'
Publikováno v:
Acta Polytechnica CTU Proceedings, Vol 33, Pp 383-390 (2022)
It is necessary to generate the yield position away from the column face to minimize damage to the beam-column joint during a large earthquake in a reinforced concrete building. The same efficacy can be realized using partially high strengthened reba
Externí odkaz:
https://doaj.org/article/264a29967e984bf584d0cff5f52efe2b
Publikováno v:
Applied Sciences, Vol 13, Iss 5, p 2843 (2023)
In this paper, a prestressed precast reinforced concrete (PC) beam–column connection incorporating posttensioned debonded partial tendons is introduced for PC frame structure. Compared with the conventional cast-in-place frames and many previously
Externí odkaz:
https://doaj.org/article/e4c3dc9c0a1b4e7c9998bf94971946a0
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 88:133-144
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::310aebfd5f05a8d442a2df362dc31e16
https://doi.org/10.3130/aijs.88.133
https://doi.org/10.3130/aijs.88.133
Publikováno v:
Bulletin of Earthquake Engineering. 19:3597-3626
To establish a more accurate, flexible, and practical performance evaluation method for unbonded precast prestressed concrete (PCaPC) frames, a macro model was illustrated based on the exterior beam–column sub-assemblages of unbonded PCaPC frames,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5601de5c8c386e8abc65efad449491b9
https://doi.org/10.1007/s10518-021-01109-w
https://doi.org/10.1007/s10518-021-01109-w
Publikováno v:
Bulletin of Earthquake Engineering. 17:1495-1519
To guarantee the ductile and self-centering behavior of unbonded precast prestressed concrete (PCaPC) frames, a macro-model that accurately reflects the seismic behavior of cruciform unbonded PCaPC subassemblages was built using a theoretical approac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d30c1904d480e748d784921b6af5e34e
https://doi.org/10.1007/s10518-018-0504-8
https://doi.org/10.1007/s10518-018-0504-8
Autor:
Kazuhiro Kitayama1 kitak@tmu.ac.jp, Hiromu Katae2 h-katae@psmic.co.jp
Publikováno v:
Bulletin of the New Zealand Society for Earthquake Engineering. Dec2017, Vol. 50 Issue 4, p527-536. 10p.
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 81:1121-1131
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::923f9dadfd04ec42a50188c73a1f7ab6
https://doi.org/10.3130/aijs.81.1121
https://doi.org/10.3130/aijs.81.1121
Autor:
Kazuhiro Kitayama, Hiroaki Ishizuka
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 81:1881-1891
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b32e80c755b7ac9599072b062ca76f8c
https://doi.org/10.3130/aijs.81.1881
https://doi.org/10.3130/aijs.81.1881
Publikováno v:
ACI Structural Journal. 114
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::831a6027b55fadd72c1856155a5a6395
https://doi.org/10.14359/51689148
https://doi.org/10.14359/51689148
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 77:113-120
Wall-type precast reinforced concrete (WPC) residential buildings were widely constructed in Japan since the middle of the 1960s. A large number of these types of buildings still exit, and maintain high structural quality; however, their residential
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93bc96485f85fe0ff1f12102f71ea012
https://doi.org/10.3130/aijs.77.113
https://doi.org/10.3130/aijs.77.113