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Titlebook: Dynamic Methods for Damage Detection in Structures; Antonino Morassi,Fabrizio Vestroni Book 2008 CISM Udine 2008 beam.damage.damage detect

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發(fā)表于 2025-3-21 16:40:26 | 只看該作者 |倒序瀏覽 |閱讀模式
書目名稱Dynamic Methods for Damage Detection in Structures
編輯Antonino Morassi,Fabrizio Vestroni
視頻videohttp://file.papertrans.cn/284/283645/283645.mp4
叢書名稱CISM International Centre for Mechanical Sciences
圖書封面Titlebook: Dynamic Methods for Damage Detection in Structures;  Antonino Morassi,Fabrizio Vestroni Book 2008 CISM Udine 2008 beam.damage.damage detect
描述Non destructive testing aimed at monitoring, structural identification and di- nostics is of strategic importance in many branches of civil and mechanical - gineering. This type of tests is widely practiced and directly affects topical issues regarding the design of new buildings and the repair and monitoring of existing ones. The load bearing capacity of a structure can now be evaluated using well established mechanical modelling methods aided by computing facilities of great capability. However, to ensure reliable results, models must be calibrated with - curate information on the characteristics of materials and structural components. To this end, non destructive techniques are a useful tool from several points of view. Particularly, by measuring structural response, they provide guidance on the validation of structural descriptions or of the mathematical models of material behaviour. Diagnostic engineering is a crucial area for the application of non destructive testing methods. Repeated tests over time can indicate the emergence of p- sible damage occurring during the structure‘s lifetime and provide quantitative estimates of the level of residual safety.
出版日期Book 2008
關(guān)鍵詞beam; damage; damage detection; fatigue; structural dynamics; structural health monitoring; torsion; qualit
版次1
doihttps://doi.org/10.1007/978-3-211-78777-9
isbn_softcover978-3-211-99931-8
isbn_ebook978-3-211-78777-9Series ISSN 0254-1971 Series E-ISSN 2309-3706
issn_series 0254-1971
copyrightCISM Udine 2008
The information of publication is updating

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Time-Domain Identification of Structural Systems from Input-Output Measurements,he input and of the structural response. This approach (and its variations) starts from an identified first order model of a structural system and obtain estimation of the structure’s mass, damping and stiffness matrices. For these approaches, both the full instrumentation option and the partial ins
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Structural Identification Parametric Models and Idefem Code,anical characteristics are the goals of identification. These models are more attractive than modal models as they potentially yield local information. To reduce the computational effort of this complex problem, a refined algorithm is implemented which identifies the parameters of a structure’s fini
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Structural Identification and Damage Detection,ted to parameter estimation are examined in detail here with reference to a specific case of a masonry building affected by . damage. Pseudo experimental and experimental data are considered in the identification procedure; this allowed different causes of ill-conditioning and other peculiarities to
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Damage detection with auxiliary subsystems, frequency response measurements. To overcome this limit, the use of sensitivity enhancement techniques has recently proposed: the monitored structure is coupled to an auxiliary system, the constitutive parameters of which are then suitably tuned to enhance the sensitivities relevant to the identifi
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https://doi.org/10.1007/978-3-211-78777-9beam; damage; damage detection; fatigue; structural dynamics; structural health monitoring; torsion; qualit
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