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Journal Articles
Article Type: Research-Article
ASME J. Risk Uncertainty Part B. September 2023, 9(3): 031202.
Paper No: RISK-21-1078
Published Online: March 24, 2023
Journal Articles
Article Type: Research-Article
ASME J. Risk Uncertainty Part B. June 2023, 9(2): 021205.
Paper No: RISK-22-1065
Published Online: March 24, 2023
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 1 Scatterplot of the prior samples, along with their associated normalized weights w ̂ i s , obtained from the posterior consisting of a mixture of two Gaussian distributions More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 2 Acceptance rates for the SEMC sampler: target acceptance rate values α t r = { 0.100 , 0.283 , 0.440 , 0.800 , 0.900 , 1.000 } and starting step-size values u s = 1 = { 40 , 40 , 8 , 2 , 2 , 2 } More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 3 SDoF single-storey shear frame structure subjected to Coulomb friction More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 4 Schematic diagram of the SDoF single-storey shear frame structure subjected to Coulomb friction. Image adapted from Ref. [ 43 ]. More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 5 Spring-mass representation of the SDoF single-storey shear frame structure subjected to Coulomb friction More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 6 Shear frame structure: Plots of r and ϕ for the corresponding values of F μ ( t s ) for s = { 1 , … , 4 } More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 7 Shear frame structure: Nominal evolution models Γ 1 and Γ 2 More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 8 Shear frame structure: model identification results using SEMC and SMC—mean of the log-evidence ( log [ P ( D 1 : s | M ) ] ), and its one-sigma bounds More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 9 Shear frame structure: acceptance rates result using SEMC and SMC—mean of the acceptance rates and its one-sigma bounds. Target acceptance rate: 0.283 (i.e., see Eq. (10) ). More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 10 Shear frame structure: parameter identification of F μ ( t s ) [ N ] using SEMC and SMC—mean of F μ ( t s ) , and its one-sigma bounds More
Image
in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 11 Shear frame structure: posterior sample histogram profiles of the predicted values of F μ ( t s ) [ N ] using SEMC. The black dotted vertical line denotes the true value of F μ ( t s ) at a given s. More
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in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 12 Shear frame structure: parameter identification of ω n ( rad / s ) , σ ϕ ( deg ) , and σ r using SEMC and SMC has given T 1 —their corresponding means, and one-sigma bounds. The reference values for the respective parameters are: { ω ... More
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in Sequential Ensemble Monte Carlo Sampler for On-Line Bayesian Inference of Time-Varying Parameter in Engineering Applications
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 13 Shear frame structure: parameter identification of ω n ( rad / s ) , σ ϕ (deg), and σ r using SEMC and SMC was given T 2 —their corresponding means, and one-sigma bounds. The reference values for the respective parameters are: { ω n , σ ... More
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in Robust Design Optimization of Expensive Stochastic Simulators Under Lack-of-Knowledge
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 1 Illustration of the optimal robust design points R ( z ∗ ) (orange) for the with noise contaminated upper- and lower‐bounds y ¯ and y ¯ for a specific design parameter z i , adapted from van Mierlo et al. [ 5 ] More
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in Robust Design Optimization of Expensive Stochastic Simulators Under Lack-of-Knowledge
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 2 Illustration of the predicted mean bound Δ y gp ( z ) = y ¯ gp ( z ) − y ¯ gp ( z ) and the minimum bound based on the confidence interval Δ δ ( z ) = δ ¯ μ + σ ( z ) − δ ¯ μ − σ ( z ) , adapted from van Mie... More
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in Robust Design Optimization of Expensive Stochastic Simulators Under Lack-of-Knowledge
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 3 Illustration of the learning function for a candidate point x * , showing the MI of the lower and upper bound; here the improvement of the lower bound is negative [ 5 ] More
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in Robust Design Optimization of Expensive Stochastic Simulators Under Lack-of-Knowledge
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 4 Illustration of the stopping criteria for a GP with noise; The illustration shows that the Δ δ for both the upper and lower bound three normal distributions are drawn N ( y ¯ , σ n ) , N ( y ¯ , σ gp ) , N ( y ¯ , σ total )... More
Image
in Robust Design Optimization of Expensive Stochastic Simulators Under Lack-of-Knowledge
> ASCE-ASME J Risk and Uncert in Engrg Sys Part B Mech Engrg
Published Online: March 24, 2023
Fig. 5 Flowchart of the robustness under lack-of-knowledge method for noisy functions More
1
ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
Experimental Design for Measuring Operational Performance of Truck Parking Terminal Using Simulation Technique
Narayana Raju; Shriniwas Arkatkar; Said Easa; Gaurang Joshi
Article Type: Case Studies
Published: October 08, 2022
Probabilistic Design of Gas Collection Systems for a Prototype Bioreactor
T. G. Parameswaran; K. M. Nazeeh; P. K. Deekshith; G. L. Sivakumar Babu
Article Type: Research-Article
Published: September 30, 2022
Benchmarking of Gaussian Process Regression with Multiple Random Fields for Spatial Variability Estimation
Yukihisa Tomizawa; Ikumasa Yoshida
Article Type: Research-Article
Published: September 26, 2022
Probabilistic Behavior and Variance-Based Sensitivity Analysis of Reinforced Concrete Masonry Walls Considering Slenderness Effect
Ziead Metwally; Bowen Zeng; Yong Li
Article Type: Research-Article
Published: September 14, 2022
Risk-Informed Bridge Optimal Maintenance Strategy Considering Target Service Life and User Cost at Project and Network Levels
Xu Han; Dan M. Frangopol
Article Type: Research-Article
Published: August 27, 2022
Speed-Based Reliability Analysis of 3D Highway Alignments Passing through Two-Lane Mountainous Terrain
Jaydip Goyani; Shriniwas Arkatkar; Gaurang Joshi; Said Easa
Article Type: Research-Article
Published: August 26, 2022
Numerical Assessment of Thermostructural Instability of Cylindrical Tanks Subjected to Pool Fire
Alireza Pourkeramat; Alireza Daneshmehr; Sina Jalili; Kiyarash Aminfar
Article Type: Research-Article
Published: August 25, 2022
Probabilistic and Experimental Investigation of the Effect of Mineral Adsorbents on Porous Concrete Using Kriging, PRSM, and RBF Methods
Emad Kahrizi; Taher Rajaee; Mehdi Sedighi
Article Type: Research-Article
Published: August 12, 2022
Uncertainties-Based Potential Time and Cost Overrun Assessment While Planning a Hydropower Project
Mitthan Lal Kansal; Sanchit Saran Agarwal
Article Type: Research-Article
Published: August 12, 2022
Risk Assessment of Bridge Construction Safety Considering Multi-Information Fusion
Bo Sun, Ph.D.; Hangkai Zhou; Fenghui Dong, Ph.D.; Weidong Ruan, Ph.D.; Xinjun Zhang, Ph.D.
Article Type: Research-Article
Published: August 05, 2022
Early Anomaly Warning of Environment-Induced Bridge Modal Variability through Localized Principal Component Differences
Zhen Wang; Ting-Hua Yi; Dong-Hui Yang; Hong-Nan Li; Guan-Hua Zhang, Ph.D.; Ji-Gang Han, Ph.D.
Article Type: Research-Article
Published: August 01, 2022
Effect of Stairway Handrails on Pedestrian Fatigue and Speed during Ascending Evacuation
Rui Jiang; Yuexin Wang; Ruihang Xie; Tiejun Zhou; Dachuan Wang
Article Type: Technical Notes
Published: July 28, 2022
A Design Live Load Model for Long-Span Bridges Based on Traffic Data and Simulations
Jihwan Kim; Junho Song
Article Type: Research-Article
Published: July 28, 2022
Simulation-Based Environmental Risk Analysis of Mixed Traffic Flow at Intersections
Weiwei He; Liang Wang, Ph.D.; Cheng Xu, Ph.D.
Article Type: Research-Article
Published: July 26, 2022
New Cycle of the ASCE Journals’ Early Career Editorial Board
Michael Beer, Dr.Eng.
Article Type: Editorial
Published: July 18, 2022
Dynamic Modeling for Analyzing Cost Overrun Risks in Residential Projects
Ghada Taha; Ali Sherif; Mohamed Badawy
Article Type: Research-Article
Published: July 13, 2022
Bayesian Updating: Reducing Epistemic Uncertainty in Hysteretic Degradation Behavior of Steel Tubular Structures
Sifeng Bi; Yongtao Bai; Xuhong Zhou
Article Type: Research-Article
Published: July 12, 2022
A Probabilistic Risk Assessment Approach for Surface Settlement Caused by Metro Tunnel Construction Using Credal Network
Xinyue Lu; K. K. Phoon; Chengshun Xu; Xiuli Du; Chong Tang
Article Type: Research-Article
Published: July 12, 2022
Bayesian Decision Network–Based Optimal Selection of Hardening Strategies for Power Distribution Systems
Qin Lu; Wei Zhang; William Hughes; Amvrossios C. Bagtzoglou
Article Type: Research-Article
Published: July 08, 2022