Zobrazeno 1 - 10
of 18
pro vyhledávání: '"Chin Kuo Su"'
Publikováno v:
Sustainability; Volume 15; Issue 9; Pages: 7401
This study proposed a procedure of using the energy method to evaluate the SSI-related damping effect when the soil–structure interaction (SSI) was considered in a bridge pier system, which can thus be deemed a soil–foundation–superstructure (S
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ae369f3fe5e7e2efe3060d470f2cf102
Autor:
Yu Wen Chang, Lap Loi Chung, Shu Hsien Chao, Cho Yen Yang, Shang Yi Hsu, Hsiao Hui Hung, Hwang Shyh-Jiann, Chung Han Yu, Chin Kuo Su, Wen Cheng Shen, Chun Hsiang Kuo, Yi An Li, Jui-Liang Lin, Fan Ru Lin, Chun Chung Chen, Chih Chieh Lu
Publikováno v:
Bulletin of Earthquake Engineering. 18:4725-4754
An earthquake with an epicenter offshore of Hualien City in eastern Taiwan occurred at midnight on February 6, 2018. The Richter magnitude (ML) of the earthquake was 6.26 and the seismic intensity ranged up to level VII, the strongest seismic intensi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::31cd96492e5ca768552a3c14e67121f4
https://doi.org/10.1007/s10518-020-00878-0
https://doi.org/10.1007/s10518-020-00878-0
Autor:
Po-Hung Liu, I-Yan Chen, Xiao-Qin Liu, Chin-Kuo Su, Chi-Wei Hsu, Dzong-Chwang Dzeng, Yu-Chi Sung
Publikováno v:
Ocean Engineering. 251:111103
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f5d976bd0bd0af3bc77ab52240e51ea
https://doi.org/10.1016/j.oceaneng.2022.111103
https://doi.org/10.1016/j.oceaneng.2022.111103
Publikováno v:
Engineering Structures. 237:112202
In this study, an innovative retrofitting approach for existing reinforced concrete (RC) frames against near-fault earthquakes is proposed. The proposed approach is implemented by strengthening the portal RC frame with a steel oval hollow member equi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e7121a0c9dbce5651e715c5842cd024d
https://doi.org/10.1016/j.engstruct.2021.112202
https://doi.org/10.1016/j.engstruct.2021.112202
Autor:
Chin-Kuo Su, Yu-Chi Sung
Publikováno v:
Optimization and Engineering. 11:471-496
This paper presents a fuzzy genetic optimization for performance-based seismic design (PBSD) of reinforced concrete (RC) bridge piers with single-column type. The design is modeled as a constrained optimization problem with the objective of minimizin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::74c7576696ca0e35f651d1797a8a6a08
https://doi.org/10.1007/s11081-009-9092-4
https://doi.org/10.1007/s11081-009-9092-4
Autor:
Yu-Chi Sung, Chin-Kuo Su
Publikováno v:
Structure and Infrastructure Engineering. 7:797-805
The neutralisation (carbonation) of concrete usually results in material deterioration of a reinforced concrete (RC) bridge, so that the seismic capacity of the structure tends to degrade over time. This paper determined the deteriorated plastic hing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9aa793b2f6b9fbeacbbf6ba59c4cb8bd
https://doi.org/10.1080/15732470902989720
https://doi.org/10.1080/15732470902989720
Publikováno v:
Structure and Infrastructure Engineering. 6:741-751
For existing reinforced concrete (RC) bridges, the structural performance is highly dependent on the changing properties of concrete and reinforcing steel due to neutralisation-induced corrosion. As neutralisation progresses, the corrosion could beco
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46f35fc4e76ba1548d3248d167a31d6c
https://doi.org/10.1080/15732470802214930
https://doi.org/10.1080/15732470802214930
Publikováno v:
Journal of the Chinese Institute of Engineers. 29:51-62
For any places located in zones with high seismic risk, seismic damage assessment of buildings is a crucial issue. In the past few years, much attention has been paid to the concept of performance‐based assessment due to ATC‐40. However, its tedi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d480b6c1a0d9bf0497c011eff9f0d29c
https://doi.org/10.1080/02533839.2006.9671098
https://doi.org/10.1080/02533839.2006.9671098
Publikováno v:
Structural Engineering and Mechanics. 21:35-52
This paper proposes a realistic approach to pushover analyses of reinforced concrete (RC) structures with single column type and frame type. The characteristic of plastic hinge of a single RC column subjected to fixed axial load was determined first
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7648a5a4eb9d5090ee4ec47393ea7374
https://doi.org/10.12989/sem.2005.21.1.035
https://doi.org/10.12989/sem.2005.21.1.035