標(biāo)題: Titlebook: Dynamic Methods for Damage Detection in Structures; Antonino Morassi,Fabrizio Vestroni Book 2008 CISM Udine 2008 beam.damage.damage detect [打印本頁] 作者: Ford 時間: 2025-3-21 16:40
書目名稱Dynamic Methods for Damage Detection in Structures影響因子(影響力)
書目名稱Dynamic Methods for Damage Detection in Structures影響因子(影響力)學(xué)科排名
書目名稱Dynamic Methods for Damage Detection in Structures網(wǎng)絡(luò)公開度
書目名稱Dynamic Methods for Damage Detection in Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Dynamic Methods for Damage Detection in Structures被引頻次
書目名稱Dynamic Methods for Damage Detection in Structures被引頻次學(xué)科排名
書目名稱Dynamic Methods for Damage Detection in Structures年度引用
書目名稱Dynamic Methods for Damage Detection in Structures年度引用學(xué)科排名
書目名稱Dynamic Methods for Damage Detection in Structures讀者反饋
書目名稱Dynamic Methods for Damage Detection in Structures讀者反饋學(xué)科排名
作者: 多骨 時間: 2025-3-21 20:37 作者: pessimism 時間: 2025-3-22 03:36
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作者: 灌溉 時間: 2025-3-22 08:37
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作者: Odyssey 時間: 2025-3-22 11:31
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作者: 不可知論 時間: 2025-3-22 13:07 作者: 不可知論 時間: 2025-3-22 17:39 作者: 敵手 時間: 2025-3-22 21:54
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作者: 包租車船 時間: 2025-3-23 02:30
https://doi.org/10.1007/978-3-211-78777-9beam; damage; damage detection; fatigue; structural dynamics; structural health monitoring; torsion; qualit作者: Longitude 時間: 2025-3-23 05:58 作者: Keratin 時間: 2025-3-23 10:56 作者: 變形 時間: 2025-3-23 16:17
Characteristics and Detection of Damage and Fatigue Cracks,ses on the frequency changes caused by damage and on determining the location, but not the severity, of the damage whether locally or globally. Laboratory application illustrates the detection of fatigue cracks in a simple structure. A second application looks at crack closure that may develop in fatigue and its potential influence on detection.作者: 戰(zhàn)勝 時間: 2025-3-23 20:33
Dynamic Methods for Damage Detection in Structures978-3-211-78777-9Series ISSN 0254-1971 Series E-ISSN 2309-3706 作者: ESO 時間: 2025-3-24 00:51
Preston R. Aldrich,Jeannine Cavender-Baresniques to represent the response in the frequency domain and its experimental characterization. Two classical procedures of modal parameter identification are outlined and selected numerical and experimental examples are reported.作者: 淺灘 時間: 2025-3-24 06:21
Preston R. Aldrich,Jeannine Cavender-Baresses on the frequency changes caused by damage and on determining the location, but not the severity, of the damage whether locally or globally. Laboratory application illustrates the detection of fatigue cracks in a simple structure. A second application looks at crack closure that may develop in fatigue and its potential influence on detection.作者: Abnormal 時間: 2025-3-24 08:59 作者: TATE 時間: 2025-3-24 13:37 作者: Intentional 時間: 2025-3-24 15:33 作者: 急急忙忙 時間: 2025-3-24 20:59
Preston R. Aldrich,Jeannine Cavender-Bares the use of a model and the identification of uncertain parameters of this model. Damage is often local in nature and although the effect of the loss of stiffness may require only a small number of parameters, the lack of knowledge of the location means that a large number of candidate parameters mu作者: negotiable 時間: 2025-3-25 00:46 作者: Vldl379 時間: 2025-3-25 05:04
Preston R. Aldrich,Jeannine Cavender-Baresanical 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作者: 演講 時間: 2025-3-25 09:43
Preston R. Aldrich,Jeannine Cavender-Barested 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作者: 收養(yǎng) 時間: 2025-3-25 11:57 作者: linear 時間: 2025-3-25 17:07 作者: chandel 時間: 2025-3-25 23:28
Preston R. Aldrich,Jeannine Cavender-Bares 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作者: 懦夫 時間: 2025-3-26 01:00
Preston R. Aldrich,Jeannine Cavender-Baresnumber of problems that exist with the inverse approach to structural health monitoring, including modelling errors, environmental effects, damage localisation, regularisation, models of damage and sensor validation.作者: Obstreperous 時間: 2025-3-26 04:18
Preston R. Aldrich,Jeannine Cavender-Bares of natural frequencies, both for continuous and discrete models of beams affected by . damages. A new approach is proposed which considers the peculiar aspects of the damage identification problem. Some applications of the technique proposed are outlined with reference to numerical and experimental cases.作者: mediocrity 時間: 2025-3-26 09:32 作者: 取回 時間: 2025-3-26 16:24 作者: 情節(jié)劇 時間: 2025-3-26 18:39 作者: 弄皺 時間: 2025-3-26 22:45 作者: 高射炮 時間: 2025-3-27 03:35 作者: Alveolar-Bone 時間: 2025-3-27 08:03 作者: 天然熱噴泉 時間: 2025-3-27 11:45 作者: 幼稚 時間: 2025-3-27 14:40 作者: inquisitive 時間: 2025-3-27 18:59 作者: infringe 時間: 2025-3-28 01:14 作者: Creatinine-Test 時間: 2025-3-28 05:02 作者: llibretto 時間: 2025-3-28 06:49 作者: 貪婪的人 時間: 2025-3-28 11:24
Time-Domain Identification of Structural Systems from Input-Output Measurements,parameter uses the identified models to detect the location and amount of structural damage. This methodology has been tested on simulated numerical results and its effectiveness in determining structural damage is evaluated.作者: 做事過頭 時間: 2025-3-28 16:21
The reflection of the fundamental torsional mode from cracks and notches in pipes,version to the .(1,2) mode is generally seen, and at lower frequencies the .(1,3) mode is also produced. The depth and circumferential extent are the parameters controlling the reflection from cracks; when notches having finite axial extent, rather than cracks, are considered, interference between t作者: fastness 時間: 2025-3-28 22:43 作者: 勛章 時間: 2025-3-29 01:37
Local Communities: Relationships between ‘real’ and ‘virtual’ social capitalanalysis further suggests that providing a ready made website rarely results in the creation of a developed community site — although it may provide outlets for more limited information exchanges. However bottom up sites which reflect the heterogeneity of real communities are also rare. Interviews w作者: 關(guān)節(jié)炎 時間: 2025-3-29 04:11 作者: OTTER 時間: 2025-3-29 07:57
Einführung in die mathematische Behandlung der Naturwissenschaften II
