Zobrazeno 1 - 10
of 1 118
pro vyhledávání: '"T. C. Hsu"'
Autor:
S. S.-Y. Hsiao, T.-C. Hsu, J.-w. Liu, X. Xie, Y. Zhang, J. Lin, H. Wang, J.-Y. T. Yang, S.-C. Hsu, M. Dai, S.-J. Kao
Publikováno v:
Biogeosciences, Vol 11, Iss 7, Pp 2083-2098 (2014)
Nitrification is a series of processes that oxidizes ammonia to nitrate, which contributes to hypoxia development in coastal oceans, especially in eutrophicated regions. The nitrification rate of bulk water (NRb) and particle free water (NRpf, partic
Externí odkaz:
https://doaj.org/article/2c3e6190a3a74384922cc10c0a9b3990
Publikováno v:
Biogeosciences, Vol 10, Iss 12, Pp 7847-7862 (2013)
Dinitrogen (N2) and/or nitrous oxide (N2O) are produced through denitrification, anaerobic ammonium oxidation (anammox) or nitrification in sediments, of which entangled processes complicate the absolute rate estimations of gaseous nitrogen productio
Externí odkaz:
https://doaj.org/article/32bd2d3d041b4aa995eae2500568c27d
Autor:
Y.L. Mo, Hongbing Chen, Jamshaid Sawab, Thomas T. C. Hsu, Bin Xu, Mahadi Masud, Hsuan Wen Huang
Publikováno v:
Engineering Structures. 180:400-418
The structural performance of large-scale rectangular column-circular drilled shaft interface using non-contact splices is investigated through experimental study and numerical analysis. The influences of lap spacing and the length of overlapped long
Autor:
Y.L. Mo, Bin Xu, Thomas T. C. Hsu, Hsuan Wen Huang, Jamshaid Sawab, Hongbing Chen, Mahadi Masud
Publikováno v:
Engineering Structures. 176:28-40
The contact and non-contact splices of the longitudinal steel bar and dowel bar have been widely adopted as the interface connection between pier columns and drilled shafts in bridge engineering. With the popularization and application of bridge subs
Image analysis method for crack distribution and width estimation for reinforced concrete structures
Autor:
Yuan-Sen Yang, Hu-Jhong Lu, Thomas T. C. Hsu, Chiun-Lin Wu, Chang-Ching Chang, Hsuan-Chih Yang
Publikováno v:
Automation in Construction. 91:120-132
Crack observation is important for evaluating the structural performance and safety of reinforced concrete (RC) structures. Most of the existing image-based crack detection methods are based on edge detection algorithms, which detect cracks that are
Publikováno v:
Transportation Research Record: Journal of the Transportation Research Board. 2672:65-74
Inverted-T bridge caps (ITBCs) have been widely used in most bridges in Texas in recent years. In some typical cases, the bridge caps are skew when two roads are not aligned in a perpendicular manner. The traditional method of flaring the transverse
Publikováno v:
Engineering Structures. 239:112186
The connection between columns and the supporting mono-drilled shafts is typically a construction joint. Such joints would often require the use of non-contact splices to facilitate a force transfer mechanism between the reinforcement of the column a
Publikováno v:
Engineering Structures. 132:778-790
Reinforced concrete shell structures have been widely used in a variety of modern engineering applications. It is found from earthquake reconnaissance that reinforced concrete (RC) shell structures, such as nuclear containments, cooling towers, roof
Autor:
Hsuan-Chih Yang, Yu-Chih Chen, Chiun-Lin Wu, Che-Yu Chang, Yuan-Sen Yang, Chang-Ching Chang, Hu-Jhong Lu, Thomas T. C. Hsu
Publikováno v:
Concrete Structures in Earthquake ISBN: 9789811332777
Nuclear containment structure is one of the most important infrastructure systems ensuring the safety of a nuclear power plant. In this paper, the structural behavior of cylindrical concrete containment structure was investigated using two 1/13-scale
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33f30f36391b8730e22174557b2cca05
https://doi.org/10.1007/978-981-13-3278-4_9
https://doi.org/10.1007/978-981-13-3278-4_9
Publikováno v:
Engineering Structures. 230:111653
In this paper, the shear behavior of six full-scale Inverted-T Bent Caps (ITBC) specimens with skew angles of 30°, 45°, and 60° are reported to study the effect of skew angle and rebar arrangement on structural performance. The transverse reinforc