A two-step methodology to apply low-discrepancy sequences in reliability assessment of structural dynamic systems

Jun Xu; Ding Wang

doi:10.1007/s00158-017-1834-x

A two-step methodology to apply low-discrepancy sequences in reliability assessment of structural dynamic systems

Structural and Multidisciplinary Optimization ◽

10.1007/s00158-017-1834-x ◽

2017 ◽

Vol 57 (4) ◽

pp. 1643-1662 ◽

Cited By ~ 1

Author(s):

Jun Xu ◽

Ding Wang

Keyword(s):

Dynamic Systems ◽

Reliability Assessment ◽

Structural Dynamic ◽

Low Discrepancy Sequences

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Reliability assessment of structural dynamic systems due to earthquake-induced tsunamis

Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures ◽

10.1201/b16387-597 ◽

2014 ◽

pp. 4115-4121

Author(s):

S Cheung ◽

Z Shao

Keyword(s):

Dynamic Systems ◽

Reliability Assessment ◽

Structural Dynamic

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Efficient reliability assessment of structural dynamic systems with unequal weighted quasi-Monte Carlo Simulation

Computers & Structures ◽

10.1016/j.compstruc.2016.06.005 ◽

2016 ◽

Vol 175 ◽

pp. 37-51 ◽

Cited By ~ 12

Author(s):

Jun Xu ◽

Wangxi Zhang ◽

Rui Sun

Keyword(s):

Monte Carlo Simulation ◽

Monte Carlo ◽

Dynamic Systems ◽

Reliability Assessment ◽

Structural Dynamic ◽

Quasi Monte Carlo

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An adaptive cubature formula for efficient reliability assessment of nonlinear structural dynamic systems

Mechanical Systems and Signal Processing ◽

10.1016/j.ymssp.2017.10.039 ◽

2018 ◽

Vol 104 ◽

pp. 449-464 ◽

Cited By ~ 15

Author(s):

Jun Xu ◽

Fan Kong

Keyword(s):

Dynamic Systems ◽

Cubature Formula ◽

Reliability Assessment ◽

Structural Dynamic ◽

Nonlinear Structural

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Reliability assessment of structural dynamic systems subject to earthquake-induced tsunamis

10.32657/10356/69064 ◽

2016 ◽

Author(s):

Zhe Shao

Keyword(s):

Dynamic Systems ◽

Reliability Assessment ◽

Structural Dynamic

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A new method for reliability assessment of structural dynamic systems with random parameters

Structural Safety ◽

10.1016/j.strusafe.2016.02.005 ◽

2016 ◽

Vol 60 ◽

pp. 130-143 ◽

Cited By ~ 22

Author(s):

Jun Xu

Keyword(s):

Dynamic Systems ◽

Reliability Assessment ◽

New Method ◽

Random Parameters ◽

Structural Dynamic

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Analytical model accuracy requirements for structural dynamic systems

10.2514/6.1982-734 ◽

1982 ◽

Author(s):

J.-C. CHEN

Keyword(s):

Analytical Model ◽

Dynamic Systems ◽

Model Accuracy ◽

Structural Dynamic

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Statistical analysis of modeling error in structural dynamic systems

10.2514/6.1990-1041 ◽

1990 ◽

Cited By ~ 3

Author(s):

T. HASSELMAN ◽

J. CHROSTOWSKI

Keyword(s):

Statistical Analysis ◽

Dynamic Systems ◽

Modeling Error ◽

Structural Dynamic

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State Events and Structural-dynamic Systems: Definition of ARGESIM Benchmark C21

SNE Simulation Notes Europe ◽

10.11128/sne.26.bn21.10339 ◽

2016 ◽

Vol 26 (2) ◽

pp. 117-128

Author(s):

Andreas Körner ◽

Felix Breitenecker

Keyword(s):

Dynamic Systems ◽

Structural Dynamic ◽

Definition Of

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A novel recursive modal parameter estimator for operational time-varying structural dynamic systems based on least squares support vector machine and time series model

Computers & Structures ◽

10.1016/j.compstruc.2019.106173 ◽

2020 ◽

Vol 229 ◽

pp. 106173 ◽

Cited By ~ 1

Author(s):

Jie Kang ◽

Li Liu ◽

Si-Da Zhou ◽

Da-Yu Wang ◽

Yuan-Chen Ma

Keyword(s):

Time Series ◽

Support Vector Machine ◽

Least Squares ◽

Dynamic Systems ◽

Support Vector ◽

Time Varying ◽

Modal Parameter ◽

Parameter Estimator ◽

Structural Dynamic ◽

Operational Time

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An improved Bayesian collocation method for steady-state response analysis of structural dynamic systems with large interval uncertainties

Applied Mathematics and Computation ◽

10.1016/j.amc.2021.126523 ◽

2021 ◽

Vol 411 ◽

pp. 126523

Author(s):

Yisi Liu ◽

Xiaojun Wang ◽

Yunlong Li

Keyword(s):

Steady State ◽

Collocation Method ◽

Dynamic Systems ◽

Response Analysis ◽

Steady State Response ◽

Large Interval ◽

Structural Dynamic ◽

State Response ◽

Interval Uncertainties

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