Nothing Special   »   [go: up one dir, main page]

Cui et al., 2021 - Google Patents

Non-Gaussian turbulence induced buffeting responses of long-span bridges

Cui et al., 2021

View PDF
Document ID
7367285769652342311
Author
Cui W
Zhao L
Ge Y
Publication year
Publication venue
Journal of Bridge Engineering

External Links

Snippet

Conventionally, for turbulence-induced buffeting vibrations, the Gaussianity assumption is applied to all three subsequent stages of turbulence, wind loads, and structural vibrations because of its wide applicability and mathematical simplicity. However, non-Gaussian …
Continue reading at drive.google.com (PDF) (other versions)

Classifications

    • G—PHYSICS
    • G06—COMPUTING; CALCULATING; COUNTING
    • G06F—ELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50—Computer-aided design
    • G06F17/5009—Computer-aided design using simulation
    • G06F17/5018—Computer-aided design using simulation using finite difference methods or finite element methods
    • G—PHYSICS
    • G06—COMPUTING; CALCULATING; COUNTING
    • G06F—ELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00—Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50—Computer-aided design
    • G06F17/5086—Mechanical design, e.g. parametric or variational design

Similar Documents

Publication Publication Date Title
Chen Analysis of multimode coupled buffeting response of long-span bridges to nonstationary winds with force parameters from stationary wind
Cui et al. Non-Gaussian turbulence induced buffeting responses of long-span bridges
Wu et al. Characterization of vibration amplitude of nonlinear bridge flutter from section model test to full bridge estimation
Wang et al. Comparison of ambient vibration response of the Runyang suspension bridge under skew winds with time-domain numerical predictions
Abbas et al. Methods for flutter stability analysis of long-span bridges: a review
Zhou et al. Study on galloping behavior of iced eight bundle conductor transmission lines
Cui et al. Wind-induced buffeting vibration of long-span bridge considering geometric and aerodynamic nonlinearity based on reduced-order modeling
Chen et al. Simulation of homogeneous fluctuating wind field in two spatial dimensions via a joint wave number–frequency power spectrum
Kareem et al. Generalized wind loading chain: Time-frequency modeling framework for nonstationary wind effects on structures
Seo et al. Estimation of torsional-flutter probability in flexible bridges considering randomness in flutter derivatives
Wu et al. Linear and nonlinear aeroelastic analysis frameworks for cable-supported bridges
Feng et al. Crosswind response of tall buildings with nonlinear aerodynamic damping and hysteretic restoring force character
Wu et al. Aerodynamics and aeroelasticity of cable-supported bridges: Identification of nonlinear features
Liu et al. Random vibration study of functionally graded porous curved beams with elastically restrained ends
Zhang et al. Postflutter analysis of bridge decks using aerodynamic-describing functions
Zhou et al. Nonlinear flutter control of a long-span closed-box girder bridge with vertical stabilizers subjected to various turbulence flows
Hao et al. Nonsynoptic wind-induced transient effects on linear bridge aerodynamics
Jang et al. A new method for the non-linear deflection analysis of an infinite beam resting on a non-linear elastic foundation
Xu et al. Three-degree-of-freedom coupled numerical technique for extracting 18 aerodynamic derivatives of bridge decks
Cui et al. Non-Gaussian turbulence induced buffeting responses of long-span bridges based on state augmentation method
Siddiqui et al. Numerical assessment of RANS turbulence models for the development of data driven Reduced Order Models
Xu et al. Effect of non-Gaussian turbulence on extreme buffeting response of a high-speed railway sea-crossing bridge
Li et al. Reliability evaluation of vortex-induced vibration for a long-span arch bridge
Caracoglia Unified stochastic dynamic and damage cost model for the structural analysis of tall buildings in thunderstorm-like winds
Fu et al. A closed-form solution for the wind-induced responses of transmission lines considering the failure of adjacent towers