Zobrazeno 1 - 10
of 74
pro vyhledávání: '"Koichi KUSUNOKI"'
Autor:
Kazutaka Shirai, Hajime Okano, Yuu Nakanishi, Takashi Takeuchi, Katsunori Sasamoto, Miwa Sadamoto, Koichi Kusunoki
Publikováno v:
Japan Architectural Review, Vol 7, Iss 1, Pp n/a-n/a (2024)
Abstract The present study developed a method for evaluating the response, damage, and repair cost of super high‐rise reinforced concrete (RC) buildings subjected to large‐amplitude earthquakes. The response was numerically assessed using three
Externí odkaz:
https://doaj.org/article/bb59a82f75c440da99884d20f5e33f9e
Autor:
Jiehui Wang, Koichi Kusunoki
Publikováno v:
Applied Sciences, Vol 12, Iss 9, p 4600 (2022)
Thick wall-thick slab structures are a newly-developed type of structural system comprising solely of structural floor slabs and shear walls, the former of which is thicker than that of slabs used in typical reinforced concrete frame structures. This
Externí odkaz:
https://doaj.org/article/c50c8da953244c8ca5f951880316a29e
Autor:
Jiehui Wang, Koichi Kusunoki
Publikováno v:
Buildings, Vol 12, Iss 5, p 535 (2022)
A brand-new structural type, termed thick wall-thick slab structure, has been developed in recent years based on the reinforced concrete wall structure in Japan. This type of structural system can not only maintain high seismic performance, but also
Externí odkaz:
https://doaj.org/article/2022b3bc3c024c4e856f193ae2138d93
Publikováno v:
Japan Architectural Review, Vol 1, Iss 1, Pp 77-86 (2018)
Abstract This paper presents a new method that involves the use of a double integral with a wavelet transform for computing the capacity curve of a system with multiple degrees of freedom. The displacement response of a building is derived from measu
Externí odkaz:
https://doaj.org/article/7348c4f9e30f42e8ba9f87a569c99115
Publikováno v:
Buildings, Vol 10, Iss 5, p 89 (2020)
Following the observation of severe damage to structurally isolated non-structural reinforced concrete walls after major earthquakes, researchers began to reassess the effectiveness and connection detail of non-structural walls to moment-resisting fr
Externí odkaz:
https://doaj.org/article/da49fcaef1e741bc97465f0ae0a51552
Autor:
Walid Ahmad Safi, Yo Hibino, Koichi Kusunoki, Tomohisa Mukai, Yasushi Sanada, Izumi Nakamura, Satoru Fukai
Publikováno v:
Buildings, Vol 10, Iss 5, p 87 (2020)
The required base shear and drift limit for post-disaster management buildings have increased in the Japanese Building Code following major seismic events. One method to satisfy these requirements for reinforced concrete frame buildings is to cast ex
Externí odkaz:
https://doaj.org/article/727f66fb79b543dcb4fb3ef17f3e2788
Publikováno v:
In Journal of Constructional Steel Research February 2023 201
Akademický článek
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Publikováno v:
Journal of Disaster Research. 18:338-349
Structural health monitoring based on vibration measurements is a process that implements the instrumentation of sensors and methodologies to provide information regarding the condition of a structure, which allows the evaluation of the safety and in
Publikováno v:
Journal of Structural Engineering B. :315-325