Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Kazuto MATSUKAWA"'
Autor:
Kazuto Matsukawa, Masaki Maeda
Publikováno v:
Japan Architectural Review, Vol 1, Iss 4, Pp 431-442 (2018)
Abstract This study proposes a method to evaluate the collapse limit displacement of reinforced concrete buildings based on the seismic response spectrum as a more practical alternative to previous methods based on dynamic analysis. The collapse limi
Externí odkaz:
https://doaj.org/article/cbdf76944e6a4044b6716b58950647e3
Publikováno v:
Earthquake Engineering & Structural Dynamics; 4/25/2024, Vol. 53 Issue 5, p1841-1862, 22p
Publikováno v:
Structural Concrete. 24:972-984
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7815699ab74643829f05637956bbdb52
https://doi.org/10.1002/suco.202100834
https://doi.org/10.1002/suco.202100834
Publikováno v:
Bulletin of Earthquake Engineering. 20:7347-7379
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99194b4e88a7bc8c5edb215a369ca5e7
https://doi.org/10.1007/s10518-022-01488-8
https://doi.org/10.1007/s10518-022-01488-8
Publikováno v:
Journal of Structural and Construction Engineering (Transactions of AIJ). 87:413-423
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::56bbe26ae50afc8a9e6ece03167fe71e
https://doi.org/10.3130/aijs.87.413
https://doi.org/10.3130/aijs.87.413
Autor:
Yuebing Li, Susumu Takahashi, Yasushi Sanada, Koki Maekawa, Haruka Katayama, Ho Choi, Kazuto Matsukawa
Publikováno v:
Bulletin of Earthquake Engineering. 17:2533-2567
A substantial number of reinforced concrete (RC) buildings with seismically substandard beam-column joints have suffered severe damage in past earthquakes. This paper focuses on the installation of RC wing walls to upgrade weak beam-column joints and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d58d62502bcfef0323932db759d3f230
https://doi.org/10.1007/s10518-018-00547-3
https://doi.org/10.1007/s10518-018-00547-3
Autor:
Masaki Maeda, Kazuto Matsukawa
Publikováno v:
Japan Architectural Review, Vol 1, Iss 4, Pp 431-442 (2018)
This study proposes a method to evaluate the collapse limit displacement of reinforced concrete buildings based on the seismic response spectrum as a more practical alternative to previous methods based on dynamic analysis. The collapse limit displac
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2ba39fe4afad0b64b972c6e0f1be8a72
https://doi.org/10.1002/2475-8876.12058
https://doi.org/10.1002/2475-8876.12058
Publikováno v:
Advances in Structural Engineering. 22:459-472
This article presents an experimental program to further verify the arch resistance model, which was proposed for evaluating the residual axial capacities of shear-damaged reinforced concrete columns in part 1 of the companion papers. Three reinforce
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6111a70de9706389fff23d72cc7e9cda
https://doi.org/10.1177/1369433218790770
https://doi.org/10.1177/1369433218790770
Publikováno v:
Advances in Structural Engineering. 22:311-322
This is the first of two companion papers addressing the residual axial capacities of shear-damaged reinforced concrete columns. To evaluate the residual axial capacity, this article presents an arch resistance model that is based on the theory of me
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5870ebbc0e6ecb2a610410490359afcd
https://doi.org/10.1177/1369433218787714
https://doi.org/10.1177/1369433218787714
Publikováno v:
Journal of Advanced Concrete Technology. 16:97-109
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::38514a2694aaa583f53f6a8c09a18cb6
https://doi.org/10.3151/jact.16.97
https://doi.org/10.3151/jact.16.97