Zobrazeno 1 - 10
of 50
pro vyhledávání: '"Jan Ming Ko"'
Publikováno v:
Smart Structures and Systems. 11:637-662
The Jiangyin Bridge is a suspension bridge with a main span of 1385 m over the Yangtze River in Jiangsu Province, China. Being the first bridge with a main span exceeding 1 km in Chinese mainland, it had been instrumented with a structural health mon
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c13199d96a46f70695a89ba3441a732f
https://doi.org/10.12989/sss.2013.11.6.637
https://doi.org/10.12989/sss.2013.11.6.637
Publikováno v:
Scopus-Elsevier
The Canton Tower (formerly named Guangzhou New TV Tower) of 610 m high has been instrumented with a long-term structural health monitoring (SHM) system consisting of over 700 sensors of sixteen types. Under the auspices of the Asian-Pacific Network o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::cb5da949e80713fc1fb72b6a922b120d
https://doi.org/10.12989/sss.2012.10.4_5.411
https://doi.org/10.12989/sss.2012.10.4_5.411
Publikováno v:
Communications in Nonlinear Science and Numerical Simulation. 17:1956-1964
A semi-analytical direct optimal control solution for strongly excited and dissipative Hamiltonian systems is proposed based on the extended Hamiltonian principle, the Hamilton–Jacobi–Bellman (HJB) equation and its variational integral equation,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6c38b65721ce8a60b716b8551e1b32a0
https://doi.org/10.1016/j.cnsns.2011.09.010
https://doi.org/10.1016/j.cnsns.2011.09.010
Publikováno v:
Smart Structures and Systems. 5:69-79
A non-clipped semi-active stochastic optimal control strategy for nonlinear structural systems with MR dampers is developed based on the stochastic averaging method and stochastic dynamical programming principle. A nonlinear stochastic control struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d5ee01a1189aa50e5b620365002ed4ee
https://doi.org/10.12989/sss.2009.5.1.069
https://doi.org/10.12989/sss.2009.5.1.069
Publikováno v:
Smart Structures and Systems. 3:341-356
A good understanding of normal modal variability of civil structures due to varying environmental conditions such as temperature and wind is important for reliable performance of vibration-based damage detection methods. This paper addresses the quan
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::975f8b8f5076df505788e2a5a75a98e9
https://doi.org/10.12989/sss.2007.3.3.341
https://doi.org/10.12989/sss.2007.3.3.341
Publikováno v:
Key Engineering Materials. :223-229
A method for probabilistic fatigue life assessment of steel bridges by using long-term monitoring data is proposed and applied for fatigue reliability analysis of the suspension Tsing Ma Bridge. In this method, the daily number of cycles for each str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f197dff050dd9b453cafd8237a5e0c4
https://doi.org/10.4028/www.scientific.net/kem.321-323.223
https://doi.org/10.4028/www.scientific.net/kem.321-323.223
Publikováno v:
Structural Engineering and Mechanics. 19:123-139
An automatic modal identification program is developed for continuous extraction of modal parameters of three cable-supported bridges in Hong Kong which are instrumented with a long-term monitoring system. The program employs the Complex Modal Indica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5bd9ac566b8f66e77886585264c2dfd8
https://doi.org/10.12989/sem.2005.19.2.123
https://doi.org/10.12989/sem.2005.19.2.123
Publikováno v:
Probabilistic Engineering Mechanics. 19:269-277
A new semi-active control device, magneto-rheological tuned liquid column damper (MR-TLCD), has been devised recently by the authors for mitigation of wind-induced vibration response of tall building structures. The developed device combines the bene
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::18b645fd37439a9c6c64bf466cc34df5
https://doi.org/10.1016/j.probengmech.2004.02.010
https://doi.org/10.1016/j.probengmech.2004.02.010
Publikováno v:
Structural Engineering and Mechanics. 17:655-670
This paper aims to evaluate the effect of typhoons on fatigue damage accumulation in steel decks of long-span suspension bridges. The strain-time histories at critical locations of deck sections of long-span bridges during different typhoons passing
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9c8c55f3a2ccbcffd9b68378c11a7a7a
https://doi.org/10.12989/sem.2004.17.5.655
https://doi.org/10.12989/sem.2004.17.5.655
Publikováno v:
Key Engineering Materials. :535-540
International Conference on Experimental and Computational Mechanics in Engineering, Dunhuang, Peoples R China, 24-27 August 2002
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9cd051feaefcbcf197cb88b8dd68ac4
https://doi.org/10.4028/www.scientific.net/kem.243-244.535
https://doi.org/10.4028/www.scientific.net/kem.243-244.535