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1. Nonlinear Stochastic Global Dynamics of an Imperfect, Electrically Actuated Microcantilever Through an Operator Approach NSTL国家科技图书文献中心

Kaio C. B. Benedetti |  Paulo B. Goncalves... -  《Proceedings of the IUTAM Symposium on Nonlinear Dynamics for Design of Mechanical Systems Across Different Length/Time Scales》 -  IUTAM Symposium on Nonlinear Dynamics for Design of Mechanical Systems Across Different Length/Time Scales - 2025, - 125~140 - 共16页

摘要: microbeam under harmonic excitation with added noise, via | . The results highlight the importance of randomness | The aim of this work is to analyze the |  nondeterministic global dynamics of an electrically actuated |  a phase-space operator approach allowing a unified
关键词: Electrically actuated microbeam |  Operator approach |  Stochastic global dynamics |  Dynamic integrity

2. Vertical stiffness limit of 400?km/h high-speed railway simple-supported bridge considering excitation randomness NSTL国家科技图书文献中心

Xuli Chen |  Huoyue Xiang... -  《Advances in structural engineering》 - 2024,27(4) - 606~619 - 共14页

摘要: by excitation randomness and the vertical stiffness | Vertical stiffness of the bridge is of |  paramount importance in guaranteeing optimal driving |  performance for high-speed railway (HSR) trains. Initially | , the Auto Regression and Moving Average model with
关键词: vertical stiffness |  excitation randomness |  surrogate model |  high-speed railway bridge |  train-bridge coupling

3. Dynamic reliability and seismic fragility analysis for high concrete-faced rockfill dam slopes subjected to stochastic earthquake and parameter excitation via PDEM NSTL国家科技图书文献中心

Pang R. |  Yao H.... -  《Soil dynamics and earthquake engineering》 - 2024,186(Nov.) - 1.1~1.16 - 共16页

摘要:? 2024 Elsevier LtdThe randomness of material |  parameters and earthquake excitation greatly impacts the |  three kinds of randomness on seismic stability of CFRD |  randomness, while cumulative slip displacement and |  material parameters randomness. The seismic safety
关键词: Fragility analysis |  GPDEM |  High CFRD slopes |  Seismic reliability |  Stochastic earthquake and parameters

4. Dynamic Amplification Factors of an Arch Bridge Under Random Traffic Flows NSTL国家科技图书文献中心

Wang, Bin |  Xia, Cuipeng... -  《International journal of structural stability and dynamics》 - 2024,24(6) - 2450064~ - 共30页

摘要:, complex traffic flows with randomness rather than one or |  arch bridge components. The randomness of the traffic |  parameters and road roughness was explored. The randomness |  of the external excitation, including traffic flow |  suspenders were more sensitive to the randomness of the
关键词: Arch bridge |  dynamic amplification factor |  traffic flow |  randomness

5. Dynamic Factor of Suburban Railway Bridge Considering Random Vibration NSTL国家科技图书文献中心

Cheng Zenong |  Bai Yun... -  《International journal of structural stability and dynamics》 - 2024,24(9) - 2430001~ - 共26页

摘要: internal excitation of the vehicle–bridge system, track |  irregularity has strong randomness. Based on the dimension |  into the time-domain PSD. Therefore, the randomness |  samples of the track irregularity considering randomness |  methodology can fully take into account the randomness of
关键词: Suburban railway |  random vibration |  vehicle–bridge coupling vibration |  dynamic factor |  track irregularity

6. Quantifying variation in maximum floor accelerations of modular buildings under earthquakes through stochastic nonlinear structural analysis NSTL国家科技图书文献中心

Wang C. |  Chan T.-M. -  《Thin-Walled structures》 - 2024,196(Mar.) - 1.1~1.17 - 共17页

摘要: to the RC walls. However, the randomness in the |  bivariate randomness in fc (concrete cylinder compressive |  excitation. The results demonstrated significant and highly |  due to the randomness considered. A coefficient of |  bivariate randomness in fc and Fy. Furthermore, the
关键词: Horizontal diaphragm |  Maximum floor acceleration |  Modular buildings |  Monte Carlo simulations |  Structural property uncertainty

7. Seismic response analysis of subway station structure under random excitation based on deep learning and PDEM NSTL国家科技图书文献中心

Fan Y. |  Chen Z.... -  《Tunnelling and underground space technology》 - 2024,150(Aug.) - 1.1~1.15 - 共15页 - 被引量:1

摘要:? 2024The randomness of ground motions and |  random excitation variables can be incorporated into |  random excitation, the peak value of IDR is larger and |  working condition. Both the randomness of soil |  properties and the randomness of ground motions need to be
关键词: Deep learning |  Probability density evolution method (PDEM) |  Stochastic seismic response analysis |  Subway station structure

8. Investigation on the propagation of uncertainties of a timber floor under human excitation NSTL国家科技图书文献中心

Qian Ge |  Haoqi Wang... -  《Structural safety》 - 2024,111(Nov.) - 102519.1~102519.13 - 共13页

摘要: vibrations under human excitation. Given the natural origin |  significant variability. The randomness inherent in human |  excitation cannot be overlooked during structural dynamic | , accounting for this randomness, remains inadequate. In this | Due to the characteristics of high stiffness
关键词: Timber floor |  Vibration serviceability |  Human-induced load |  Random vibration |  Probability density evolution method |  Global sensitivity analysis

9. A Crowd Load Model for Structural Vibration Evaluation of Building Cover in a Large-Span Railway Station NSTL国家科技图书文献中心

Huiqi Liang |  Tianhao Huo... -  《KSCE journal of civil engineering》 - 2024,28(11) - 5033~5045 - 共13页

摘要: aroused the attention of researchers. The randomness of |  inherent dual randomness associated with the trajectory |  established, accounting for randomness, by combining with |  excitation was assessed in the waiting hall of Xiong'an | With the application of large-span building
关键词: Large-span building covers |  Structural vibration serviceability |  Crowd walking |  Randomness |  Social force model |  Vibration response |  Human-induced vibration

10. Random crowd-induced vibration in footbridge and adaptive control using semi-active TMD including crowd-structure interaction NSTL国家科技图书文献中心

Wang L. |  Zhou Y.... -  《Engineering structures》 - 2024,306(May 1) - 1.1~1.16 - 共16页 - 被引量:18

摘要: excitation. To improve its serviceability, a tuned mass | , considering the randomness and synchronization of crowd | -induced excitation and the effect of crowd-structure |  to the randomness of CSI. In general, VMD-STMD has | ? 2024A slender footbridge can suffer from a
关键词: Crowd-structure interaction |  Random crowd-induced vibration |  Semi-active control |  Tuned mass damper |  Variable damping |  Variable mass
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