Zobrazeno 1 - 10
of 53
pro vyhledávání: '"Kazutaka Shirai"'
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
Publikováno v:
Journal of Asian Architecture and Building Engineering, Vol 21, Iss 3, Pp 884-899 (2022)
In this study, a resident questionnaire survey was conducted for three reinforced-concrete high-rise condominium buildings in Sapporo. All three were subjected to the 2018 Hokkaido Eastern Iburi Earthquake. Resident experiences of shaking and damage
Externí odkaz:
https://doaj.org/article/eb9ede25e2b7492fb77c3ad05af30200
Publikováno v:
Journal of Civil Engineering and Management, Vol 25, Iss 6 (2019)
This paper presents the blast responses of ultrahigh-performance concrete (UHPC) structural members obtained using finite element (FE) modelling. The FE model was developed using LS-DYNA with an explicit solver. In the FE simulation, the concrete dam
Externí odkaz:
https://doaj.org/article/cfdc5455607047e9bd4e4f5992c024f6
Publikováno v:
Advances in Civil Engineering, Vol 2019 (2019)
In this study, a series of shaking table tests were conducted using a specimen that consisted of a superstructure, incorporating a friction device and a sway-rocking mechanism under the superstructure to determine the optimal damper slip force of a p
Externí odkaz:
https://doaj.org/article/b4d192f054d049ccb7ee60678124a6b0
Prediction of shear capacity of UHPC – concrete composite structural members based on existing codes
Publikováno v:
Journal of Civil Engineering and Management, Vol 24, Iss 8 (2018)
Reinforced concrete (RC) structural members strengthened with ultrahigh-performance concrete (UHPC) have shown excellent performance in past experimental investigations. However, methods of predicting their capacity are currently very limited. This p
Externí odkaz:
https://doaj.org/article/ce04a40609eb4f28a34ffd8cb7dbd870
Publikováno v:
Journal of Advanced Concrete Technology. 21:204-217
Publikováno v:
Jurnal Teknologi. 84:39-50
Numerical simulation for evaluating tensile strain hardening behaviour of engineered cementitious composites (ECC) materials are extremely limited. This paper presents a finite element (FE) model developed to determine the multiple-cracking and strai
Publikováno v:
Structural Control and Health Monitoring. 29
Publikováno v:
Journal of Earthquake Engineering. 26:7032-7055
In this study, a damage survey was conducted on the buildings of two schools located in the town of Abira, where a Japanese seismic intensity of 6 upper was recorded during the 2018 Hokkaido Easter...
Publikováno v:
Journal of Asian Architecture and Building Engineering. 21:884-899
In this study, a resident questionnaire survey was conducted for three reinforced-concrete high-rise condominium buildings in Sapporo. All three were subjected to the 2018 Hokkaido Eastern Iburi Earthquake. Resident experiences of shaking and damage