Article
Engineering, Mechanical
Hubing Liu, Li Song, Lei Xu, Jian Hou, Zhiwu Yu
Summary: This paper establishes a heavy-haul ballasted track-bridge interaction model using the finite element method and introduces a new direct probability integral method (DPIM) for stochastic analysis and reliability assessment. The accuracy of the model is validated and compared with a sophisticated method, showing improved efficiency. The influence of random factors on the dynamic behavior of the system is investigated and time-dependent reliability is presented.
PROBABILISTIC ENGINEERING MECHANICS
(2023)
Article
Engineering, Industrial
Yinghui Nie, Jingpei Li, Gengyun Liu, Pan Zhou
Summary: This paper proposes a novel reliability assessment framework for post-seismic performance of highway bridge network that considers cascading failures caused by traffic flow redistribution. The framework includes obtaining the fragility curve of bridges using a probabilistic seismic demand model and characterizing the cascading failure of the network through the impact factor of path choice probability. The stochastic user equilibrium assignment and Monte Carlo simulation method are used to analyze the efficiency of the network and identify congestion-prone links.
RELIABILITY ENGINEERING & SYSTEM SAFETY
(2023)
Article
Engineering, Civil
Lidong Wang, Xun Zhang, Hanyun Liu, Yan Han, Zhihui Zhu, C. S. Cai
Summary: This study proposes a methodology for calculating the global reliability of the running safety of a train on a bridge under crosswinds using the probability density evolution method (PDEM)-based equivalent extreme value principle. The accuracy of the proposed methodology is verified through numerical examples, and the differences between the global reliability and single-wheel reliability, as well as the differences between time-dependent and time-independent reliabilities, are discussed in detail.
JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS
(2022)
Article
Engineering, Civil
Han Zhao, Biao Wei, Lizhong Jiang, Ping Xiang
Summary: With the rapid development of high-speed railways, the issue of seismic running safety for high-speed trains passing on bridges has become increasingly prominent. This paper proposes a method for assessing seismic running safety for stochastic response of train-bridge coupled (TBC) systems. The study finds that the lateral wheel-rail relative displacement and derailment probability are significantly affected by the intensity of the earthquake.
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING
(2022)
Article
Acoustics
Dejun Liu, Lifeng Xin, Xiaozhen Li, Jiaxin Zhang
Summary: A probabilistic model for investigating the dynamic behaviors of train-bridge systems subjected to random track irregularities is introduced, including a new approach for simulating a random field of track irregularities. Numerical studies suggest that the ergodic properties of track irregularities should be considered in stochastic analysis of train-bridge interactions.
SHOCK AND VIBRATION
(2021)
Article
Materials Science, Multidisciplinary
Qingkai Xiao, Liu Yiping, Chengbin Chen, Licheng Zhou, Zejia Liu, Zhenyu Jiang, Bao Yang, Liqun Tang
Summary: This article proposes a new data-driven reliability analysis framework for predicting the time-variant reliability of bridge girders by combining SCINet and Bayesian probability recursion. The structural response predicted by SCINet and the state parameter estimated by BDLM are used to predict time-variant reliability. Experimental results show that the proposed method performs more accurately than BDLM, LSTM, and LSTNet methods in predicting future structural responses and time-variant reliability.
MECHANICS OF ADVANCED MATERIALS AND STRUCTURES
(2023)
Article
Engineering, Mechanical
Tianyu Xiang, Rui Yi, Siyu Zhu, Yongle Li, Xinyu Xu
Summary: The stochastic pseudo-excitation method (SPEM) combined with the first-order reliability method is used to improve the efficiency of random vibration analysis in an uncertain train-bridge interaction (TBI) system. The results show that the SPEM has high accuracy and efficiency, and the selected parameters are suitable for the analysis.
PROBABILISTIC ENGINEERING MECHANICS
(2023)
Article
Engineering, Mechanical
Zhiyuan Xia, Ser Tong Quek, Aiqun Li, Jianhui Li, Maojun Duan, Guangpan Zhou, Huiyuan Shi
Summary: This study introduces a hybrid sensitivity analysis method based on sampling, which shows high accuracy and efficiency in seismic reliability of self-anchored suspension bridges. The sensitivity analysis of structural parameters to seismic reliability indicates that environmental temperature, Young's modulus, and girder density are important factors affecting the bridge.
MECHANICAL SYSTEMS AND SIGNAL PROCESSING
(2022)
Article
Engineering, Civil
Huile Li, Tianyu Wang, Gang Wu
Summary: This paper proposes a novel approach for probabilistic safety analysis of coupled train-bridge system using deep learning based surrogate model. The results show that the proposed approach can provide an efficient solution to the probabilistic safety analysis of coupled train-bridge system especially with small failure probability.
STRUCTURE AND INFRASTRUCTURE ENGINEERING
(2023)
Article
Engineering, Civil
Lidong Wang, Xiumeng Bu, Peng Hu, Yan Han, Chunsheng Cai
Summary: In this study, a dynamic reliability analysis method was proposed for a high-speed maglev train-guideway coupled system, which successfully calculated the dynamic reliability of the system by establishing a refined vehicle-bridge interaction model and using a magnet-rail interaction model. The accuracy of the method was verified by comparing it with field measurement data, and the running safety and stability of the maglev train at different speeds were analyzed.
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS
(2023)
Article
Construction & Building Technology
Navid Rahgozar, Majid Pouraminian, Nima Rahgozar
Summary: This study focuses on the seismic reliability of Controlled-rocking steel cores (CRSCs) through extensive nonlinear dynamic analyses considering various random variables. The results show that the design procedure is reliable and the safety of CRSCs is provided, with the probability of failure for mid-rise CRSCs higher than low-rise archetypes.
JOURNAL OF BUILDING ENGINEERING
(2021)
Article
Engineering, Environmental
Changjun Li, Fan Yang, Wenlong Jia, Chengwei Liu, Jianghao Zeng, Shuoshuo Song, Yuanrui Zhang
Summary: This study develops a methodology using subset simulation and the modified Metropolis-Hastings algorithm to evaluate the time-dependent reliability of corroded pipelines under multiple failure modes. The results show that this methodology has high accuracy and low variability, outperforming other algorithms, and reveals the effects of defect variables on failure probability and maintenance time.
PROCESS SAFETY AND ENVIRONMENTAL PROTECTION
(2023)
Article
Engineering, Civil
M. G. Parmiani, L. Orta
Summary: This article presents a study on the behavior of a continuous reinforced concrete bridge with varying levels of exposed reinforcement. The probability of failure and reliability index were calculated using Monte Carlo simulations for different exposure scenarios.
ENGINEERING STRUCTURES
(2022)
Article
Chemistry, Multidisciplinary
Daniel Herrera, Gerardo Varela, Dante Tolentino
Summary: This study proposes an approach to estimate both the reliability index and the probability of failure through closed-form expressions, taking into account the uncertainties of concrete compressive strength, steel yield, section geometry, and seismic loadings. The results show that there is a difference between the closed-form expression and numerical integration, demonstrating the significance of considering epistemic uncertainties in the estimation of reliability indicators.
APPLIED SCIENCES-BASEL
(2022)
Article
Engineering, Civil
Kadir Ozakgul, Mehmet Fatih Yilmaz, Barlas Ozden Caglayan
Summary: This paper presents the assessment of a 94-year-old RC open-spandrel arch bridge through dynamic testing and finite element modeling. The results indicate that the deck is the most critical component, requiring strengthening and retrofitting to accommodate higher live loads.
Article
Construction & Building Technology
Michael Kawrza, Thomas Furtmuller, Christoph Adam
Summary: This paper examines the vibration characteristics of a CLT floor in a residential building during construction and investigates the impact of floor construction parameters on low-frequency footfall sound insulation.
CONSTRUCTION AND BUILDING MATERIALS
(2022)
Article
Engineering, Civil
Konstantinos Theodoros Tsalouchidis, Christoph Adam
Summary: This study investigates the bias introduced by amplitude scaling of ground motion records in earthquake engineering. The results show that scaled records can be safely used to assess seismic structural behavior, under certain conditions.
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS
(2022)
Article
Engineering, Geological
Nadia Gremer, Christoph Adam, Thomas Furtmuller
Summary: This study addresses the modeling of different energy dissipation mechanisms for numerical prediction of the vertical acceleration demand in regular moment-resisting steel frame structures. The consideration of viscous damping in the structural model is discussed, as well as the effect of inelastic material behavior on the vertical acceleration demand. The study provides insights into appropriate damping modeling strategies and concludes that common frame models can be used for the computation of both horizontal and vertical acceleration demand.
BULLETIN OF EARTHQUAKE ENGINEERING
(2023)
Article
Computer Science, Interdisciplinary Applications
Chiara Masnata, Alberto Di Matteo, Christoph Adam, Antonina Pirrotta
Summary: This paper presents an enhanced base-isolation system equipped with a novel passive control device composed of a tuned liquid damper and an inerter. The analytical solutions for the optimal parameters of the control device are provided, and the effectiveness of the proposed approach is validated through comparisons with classical numerical optimization techniques. The control performance of the system is assessed by employing real-ground motion records, and comparisons with uncontrolled base-isolated structures and structures equipped with a conventional control device are presented.
COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING
(2023)
Article
Mechanics
Paul Koenig, Christoph Adam
Summary: In this paper, a dynamic interaction model of the coupled system of railway bridge, foundation, subsoil, ballast, track, and high-speed train is presented. The model focuses on the longitudinal interaction between the track and the bridge structure, considering the flexibility of the ballast. The coupling of the bridge structure with the track is achieved using component mode synthesis technique.
Article
Mechanics
Benjamin Hirzinger, Udo Nackenhorst
Summary: The paper introduces a model-correction-based strategy to efficiently analyze the reliability of uncertain dynamical systems using a low-fidelity (LF) model that is calibrated to a high-fidelity (HF) model. The LF model is corrected to represent the more realistic outcomes of the HF model, enabling an efficient reliability analysis with fewer expensive evaluations. The approach is demonstrated on a railway bridge model, comparing the failure probabilities obtained from the model-correction approach with those from the first-order reliability method (FORM), showing reliable predictions with reduced computational effort.
Article
Mechanics
Christoph Adam, Dominik Ladurner, Thomas Furtmueller
Summary: This paper investigates the nonlinear in-plane instability of symmetrically layered half-sine shallow arches with interlayer slip. The arches are soft-hinged supported on both ends. The nonlinear equilibrium equations are derived based on the principle of minimum total potential energy and the kinematic hypotheses of the Euler-Bernoulli theory. Analytical expressions for limit point buckling and bifurcation buckling are obtained for a sine half-wave curved shallow arch subjected to a sine half-wave radial loading. The derived relationships provide comprehensive insight into the in-plane instability of shallow arches with interlayer slip without the need for costly numerical parameter studies.
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS
(2023)
Article
Engineering, Civil
Christoph Adam, Ivan Paulmichl, Thomas Furtmueller
Summary: In this paper, stability-prone circular shallow arches composed of three symmetrically arranged flexibly bonded layers with fixed and hinged supports at both ends are examined. Analytical expressions for the limit points and bifurcation points are derived based on the differential equations of equilibrium and a series expansion of the governing kinematic variables. The accuracy of these analytical expressions is shown to be high compared to the results of complex numerical analyses.
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS
(2023)
Article
Engineering, Mechanical
Miriam Chillemi, Thomas Furtmueller, Christoph Adam, Antonina Pirrotta
Summary: Dynamic vibration control devices equipped with inertance, such as Tuned Inerter Dampers, have been proven to outperform conventional devices in vibration mitigation based on numerous numerical studies. A potential method to achieve this inertance effect is through the use of a moving fluid. This study experimentally analyzes the dynamic performance of a fluid inerter and establishes a mechanical model that shows excellent agreement with both numerical and experimental results.
MECHANICAL SYSTEMS AND SIGNAL PROCESSING
(2023)
Article
Mechanics
Chiara Masnata, Alberto Di Matteo, Christoph Adam, Antonina Pirrotta
Summary: This paper investigates the concept of the Nontraditional Tuned Liquid Column Damper Inerter (NT-TLCDI) in combination with seismic base isolation to control lateral displacement demands in base-isolated structures during seismic events. The optimal design of the NT-TLCDI is discussed to reduce the base displacement variance, and the results show that it provides better suppression of vibration amplitude than the traditional TLCDI. Additionally, the NT-TLCDI achieves a reduction in device displacement, which can be beneficial when space is limited.
MECHANICS RESEARCH COMMUNICATIONS
(2023)
Article
Engineering, Multidisciplinary
Christoph Adam, Dominik Ladurner, Thomas Furtmueller
Summary: For the first time, this paper carries out dynamic analysis of slender three-layer beams with interlayer slip and tapered cross-section. The equations of motion and boundary conditions are derived, and the effects of different factors are investigated. The proposed beam theory shows excellent agreement with finite element analysis in all cases.
APPLIED MATHEMATICAL MODELLING
(2023)
Article
Mechanics
Thomas Furtmueller, Christoph Adam
Summary: In this paper, a beam theory for linear two-layer beams in timber-concrete layered structures is presented using the Finite Element (FE) method. The theory takes into account the shear-flexible formulation of the displacement field due to the low shear stiffness of the timber layer. It considers the relative interlayer displacement and linear slip modulus to accurately represent the static and dynamic response of the beams.
COMPOSITE STRUCTURES
(2023)
Article
Engineering, Civil
Thomas Furtmueller, Christoph Adam
Summary: This paper presents a finite plate element for floorings made of cross-laminated timber slab and a floating floor. The mass and stiffness matrices of the element are derived for both static and dynamic analyses. A higher order plate theory is used for the cross-laminated timber plate to accurately capture its zig-zag deformation and the resulting stresses. The element is augmented with an elastic layer for footfall sound insulation and an isotropic plate for modeling the screed of a floating floor. The finite element has ten nodal degrees of freedom, allowing for efficient analysis of larger structures, as demonstrated by comparative simulations with a commercial software package based on continuum elements.
ENGINEERING STRUCTURES
(2023)
Article
Engineering, Mechanical
Michael Kawrza, Thomas Furtmueller, Christoph Adam
Summary: In this paper, a novel likelihood function is proposed for Bayesian model updating algorithms, especially for the transitional Markov chain Monte Carlo algorithm. The likelihood function is based on a measure of fit that incorporates the cross-signature correlation to evaluate the prediction errors between the measured and simulated frequency response functions. The validation results on simulated and real test data demonstrate the effectiveness of the proposed formulation in addressing the ambiguity issue in modal measure of fit when both the mass and stiffness properties are uncertain.
MECHANICAL SYSTEMS AND SIGNAL PROCESSING
(2023)
Article
Engineering, Civil
Nadia Gremer, Christoph Adam
Summary: The contribution assesses the vertical peak component acceleration of SDOF oscillators attached to elastic moment-resisting steel frames subjected to ground motions. The interaction between vertically oscillating nonstructural components (NSCs) and the structure is more pronounced than for horizontally oscillating NSCs. The vertical dynamic response of flexible NSCs cannot be neglected and should be studied in more detail in the future.
Article
Engineering, Mechanical
R. Allahvirdizadeh, A. Andersson, R. Karoumi
Summary: The operational safety of high-speed trains on ballasted bridges relies on preventing ballast destabilization. This study explores the impact of epistemic uncertainties on the system using ISRA. Neglecting these uncertainties can lead to overestimation of permissible train speeds and reduced system safety.
PROBABILISTIC ENGINEERING MECHANICS
(2024)
Article
Engineering, Mechanical
Lujie Shi, Leila Khalij, Christophe Gautrelet, Chen Shi, Denis Benasciutti
Summary: This study proposes an innovative Two-phase method based on the Langlie method and the D-optimality criterion to overcome the intrinsic shortcomings of the staircase method used in estimating the fatigue limit distribution. Through simulation-based study, it is demonstrated that the proposed method improves the estimation performance for the mean and standard deviation of the fatigue limit distribution.
PROBABILISTIC ENGINEERING MECHANICS
(2024)
Article
Engineering, Mechanical
Axay Thapa, Atin Roy, Subrata Chakraborty
Summary: This article compares different metamodeling approaches for reliability analysis of tunnels to evaluate their performance. The study found that Kriging and support vector regression models perform well in estimating the reliability of underground tunnels.
PROBABILISTIC ENGINEERING MECHANICS
(2024)
Article
Engineering, Mechanical
Jiaqi Wang, Zhenzhou Lu, Lu Wang
Summary: This paper proposes an efficient method to estimate the FP-GS using reliability updating, avoiding the time-consuming double-loop structure analysis. By utilizing the likelihood function and adaptive Kriging model, the unconditional FP and all conditional FPs can be estimated simultaneously.
PROBABILISTIC ENGINEERING MECHANICS
(2024)
Article
Engineering, Mechanical
Jiaxu Li, Ming Liu, Xu Yan, Qianting Yang
Summary: Wind pressure is essential for architectural design, and this study found that using different probabilistic distribution models can improve the accuracy of reference wind pressure calculation. In the research conducted in Liaoning Province, the extreme value type III model and moment method achieved the best fit. Additionally, probability density functions for wind speed and wind direction were established for further analysis of wind pressure.
PROBABILISTIC ENGINEERING MECHANICS
(2024)
Article
Engineering, Mechanical
Yufan Cheng, Xinchen Zhuang, Tianxiang Yu
Summary: This paper proposes a time-dependent kinematic reliability analysis method that takes into account the truncated random variables and joint clearances, effectively addressing the issues of dimension variables and correlation between joint clearance variables. The proposed method transforms time-dependent reliability into time-independent reliability, greatly reducing computational complexity and obtaining upper and lower bounds of failure probability.
PROBABILISTIC ENGINEERING MECHANICS
(2024)