Zobrazeno 1 - 10
of 60
pro vyhledávání: '"Jm M. Ko"'
Publikováno v:
Earthquake Engineering Frontiers in the New Millennium ISBN: 9780203758984
This paper reviews the current research status of active/semiactive vibration control of cable-supported bridges and explores some implementation issues. Although active control of cable-stayed bridges has been proposed at the end of the seventies, c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8e662a00cad25a4200facc36aec31615
https://doi.org/10.1201/9780203758984-43
https://doi.org/10.1201/9780203758984-43
Publikováno v:
Renewable and Sustainable Energy Reviews. 33:177-187
The blades that play a key role to collect wind energy are the most critical components of a wind turbine system. Meanwhile, they are also the parts most susceptible to damage. Structural health monitoring (SHM) system has been proposed to continuous
Publikováno v:
Engineering Structures. 45:166-176
This paper aims at developing a monitoring-based method for fatigue life assessment of steel bridges with use of long-term monitoring data of dynamic strain. A standard daily stress spectrum is derived by statistically analyzing the stress spectra ac
Publikováno v:
Computers & Structures. :204-213
Integrating structural health monitoring (SHM) data with reliability analysis procedures provides a novel approach for bridge condition assessment since reliability is an important performance measure of structural condition and reliability-based pro
Publikováno v:
Journal of Engineering Mechanics. 138:175-183
This study focuses on how to exploit long-term monitoring data of structural strain for analytical modeling of multimodal rainflow-counted stress spectra by use of the method of finite mixture distributions in conjunction with a hybrid mixture parame
Publikováno v:
Mechanical Systems and Signal Processing. 25:1508-1526
With the intention of avoiding false-positive and false-negative alarms in structural damage alarming using the auto-associative neural network (AANN) technique, two issues pertaining to this technique are addressed in this study. The first issue exp
Publikováno v:
Journal of Structural Engineering. 136:1563-1573
A fatigue reliability model which integrates the probability distribution of hot spot stress range with a continuous probabilistic formulation of Miner's damage cumulative rule is developed for fatigue life and reliability evaluation of steel bridges
Publikováno v:
Engineering Structures. 32:1747-1759
In this study, the construction of appropriate input to neural networks for modeling the temperature-caused modal variability is addressed with intent to enhance the reproduction and prediction capabilities of the formulated correlation models. Avail
Publikováno v:
Journal of Structural Engineering. 135:1290-1300
The parametric approach to eliminating the temperature-caused modal variability in vibration-based structural damage detection requires a correlation model between the modal properties and environmental temperatures. This paper examines the generaliz
Structural Damage Detection of Cable-Stayed Bridges Using Changes in Cable Forces and Model Updating
Publikováno v:
Journal of Structural Engineering. 135:1093-1106
A new static-based method for damage detection of cable-stayed bridges using the changes in cable forces is presented in this paper. In recognizing the fact that damage incurring in bridge girders will cause a redistribution of forces in stay cables,