Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Jhy-Pyng Tang"'
Publikováno v:
Structural Engineering and Mechanics. 39:1-20
This study investigates the feasibility of detecting structural damage using the HHT method. A damage detection index, the ratio of bandwidth (RB) is proposed. This index is highly correlated or approximately equal to the change of equivalent damping
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b3d4fa743f2897f1205385edf319a19f
https://doi.org/10.12989/sem.2011.39.1.001
https://doi.org/10.12989/sem.2011.39.1.001
Publikováno v:
Engineering Computations. 27:799-818
PurposeThis study aims to investigate the relationship between structural damage and sensitivity indices using the Hilbert‐Huang transform (HHT) method.Design/methodology/approachThe relationship between structural damage and the sensitivity indice
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b43c920d5d9e67e35be2c772aa0ce770
https://doi.org/10.1108/02644401011073665
https://doi.org/10.1108/02644401011073665
Publikováno v:
Journal of Wind Engineering and Industrial Aerodynamics. 91:469-493
The tall building proposed in the benchmark problem is a concrete office tower, which is wind sensitive due to its slenderness. The wind loads acting on the building are defined by the results of wind tunnel tests conducted at the Sydney University a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::683c1eff050fe61d880b9a783b8bfae5
https://doi.org/10.1016/s0167-6105(02)00431-2
https://doi.org/10.1016/s0167-6105(02)00431-2
Publikováno v:
Journal of Engineering Mechanics. 124:446-454
This paper presents linear-quadratic-Gaussian synthesis with a loop-transfer-recovery (LQG/LTR) control method for civil engineering structures under seismic loads. A combination of collocated velocity feedback and the model-order reduction technique
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d40fff9e9948d3960091a47207355ddb
https://doi.org/10.1061/(asce)0733-9399(1998)124:4(446)
https://doi.org/10.1061/(asce)0733-9399(1998)124:4(446)
Publikováno v:
Journal of Vibration and Control. 17:637-637
Journal of Vibration and Control 2011: 17: 623-636 A case study of damage detection in benchmark buildings using a Hilbert-Huang Transform-based method. Jhy-Pyng Tang et al. In the article by Jhy-Pyng Tang et al., two of the author addresses were inc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::859f9df34d7339577b7e87c58f06ab51
https://doi.org/10.1177/1077546310393111
https://doi.org/10.1177/1077546310393111
Publikováno v:
Engineering Computations; Oct2010, Vol. 27 Issue 7, p799-818, 20p
Autor:
Jhy Pyng Tang, Jyh Ann Chou
Publikováno v:
Journal of the Chinese Institute of Engineers. 11:35-43
In the present study, the instantaneous stiffness matrix of an R/C column with effects of shear deformation and axial load being considered has been constructed by using finite segment method. In addition, the effect of bond slip is considered by app
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d7b03b1da57d4ffa8db6bc35d31f6b1d
https://doi.org/10.1080/02533839.1988.9677039
https://doi.org/10.1080/02533839.1988.9677039
Autor:
Jhy Pyng Tang, Thung Ming Fang
Publikováno v:
Journal of the Chinese Institute of Engineers. 12:91-100
In the present study, the nonparametric method of system identification proposed by Masri et al. has been used to treat simulated earthquake response data of a bridge with nonlinear foundations. It is found that the method is promising for estimation
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e755dcfb8e0c24d7b31d43969295dd7a
https://doi.org/10.1080/02533839.1989.9677134
https://doi.org/10.1080/02533839.1989.9677134
Autor:
James T. P. Yao, Jhy Pyng Tang
Publikováno v:
Journal of the Engineering Mechanics Division. 98:695-709
Whenever a structure is subjected to strong-motion earthquake excitation, certain parts of the structure may undergo plastic deformations which are indications of structural damage. It has also been known that the damage due to repeated applications
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b1bb2bb19c747e4df9d8736596f1ab89
https://doi.org/10.1061/jmcea3.0001618
https://doi.org/10.1061/jmcea3.0001618
Autor:
James T. P. Yao, Jhy-Pyng Tang
Publikováno v:
Journal of the Structural Division. 98:125-134
When the structure is subjected to repeated stresses with cyclic constant magnitudes, the resulting fatigue life is known to be random. In reality, structures are subjected to various levels of repeated stresses. To facilitate the design of a structu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa63668934d8f325842e4fe02dd27af3
https://doi.org/10.1061/jsdeag.0003104
https://doi.org/10.1061/jsdeag.0003104