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Assessment of buckling-restrained braced frame reliability using an experimental limit-state model and stochastic dynamic analysis

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Earthquake Engineering and Engineering Vibration 2009年第3期8卷 373-385页

作者： Blake M.Andrews Junho Song Larry A.Fahnestock Wiss JanneyElstner AssociatesIncNorthbrookIllinoisUSA Department of Civil and Environmental Engineering University of Illinois at Urbana-ChampaignUrbanaIllinoisUSA

Buckling-restrained braces （BRBs） have recently become popular in the United States for use as primary members of seismic lateral-force-resisting systems. A BRB is a steel brace that does not buckle in compression but instead yields in both tension and compression. Although design guidelines for BRB applications have been developed, systematic procedures for assessing performance and quantifying reliability are still needed. This paper presents an analytical framework for assessing buckling-restrained braced frame （BRBF） reliability when subjected to seismic loads. This framework efficiently quantifies the risk of BRB failure due to low-cycle fatigue fracture of the BRB core. The procedure includes a series of components that：（1） quantify BRB demand in terms of BRB core deformation histories generated through stochastic dynamic analyses; （2） quantify the limit-state of a BRB in terms of its remaining cumulative plastic ductility capacity based on an experimental database; and （3） evaluate the probability of BRB failure, given the quantified demand and capacity, through structural reliability analyses. Parametric studies were conducted to investigate the effects of the seismic load, and characteristics of the BRB and BRBF on the probability of brace failure. In addition, fragility curves （i.e., conditional probabilities of brace failure given ground shaking intensity parameters） were created by the proposed framework. While the framework presented in this paper is applied to the assessment of BRBFs, the modular nature of the framework components allows for application to other structural components and systems.

关键词： risk and reliability analysis buckling-restrained brace stochastic dynamic analysis first-order reliability method cumulative plastic ductility capacity

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Fatigue reliability Analysis of Fiber-Reinforced Laminated Composites by Continuum Damage Mechanics

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Acta Mechanica Solida Sinica 2023年第3期36卷 469-476页

作者： Peyman Gholami Aerospace Research Institute Ministry of ScienceResearch and TechnologyTehranIran

This paper investigates the reliability of composite laminates with various lay-ups under fatigue *** prediction of failure probability of composite laminates subjected to different loads involves many uncertainties associated with mechanical properties,loading,and boundary *** in the composite material is truly hard to trace because there are individual faults in each ply,and we face a stochastic process due to the scatter in the mechanical *** continuum damage mechanics(CDM),as a powerful approach,is applied to model the damage of fiber,matrix,and fiber/matrix *** method defines criteria for damage detection and determines safe *** material constitutive equations are executed using a subroutine *** first-order reliability method and second-order reliability method have been applied to examine the reliability of laminated *** results are compared with those of the Monte Carlo *** composite laminates under different stress levels are considered for the failure probability *** limit state functions and random variables have been determined based on the CDM ***,the effects of the number of cycles,applied stress,and stacking sequence of the laminate on the reliability and fatigue life in fiber-reinforced laminated composites are assessed.

关键词： Composite laminate Continuum damage mechanics Fatigue damage first-order reliability method Second-order reliability method Monte Carlo simulation

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reliability Assessment of a Fully Laterally Restrained Steel Floor Beam to Eurocode 3

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World Journal of Engineering and Technology 2022年第3期10卷 626-638页

作者： Samuel Sule Chinenye Elizabeth Okere Chioma Temitope Gloria Awodiji Department of Civil and Environmental Engineering University of Port-Harcourt Port Harcourt Nigeria Department of Civil Engineering Federal University of Technology Owerri Nigeria

Parametric uncertainties should always be considered when setting design criteria in order to ensure safe and cost effective design of engineered structures. This paper presents the results of the reliability assessment of a fully laterally restrained steel floor I-beam to Eurocode 3 design rules. The failure modes considered are bending, shear and deflection. These were solved to obtain reliability indices using first order reliability method coded in MATLAB environment. Parametric sensitivity analyses were carried out at varying values of the design parameters to show their relative contributions to the safety of the beam. It was seen that reliability indices generally decreased with an increase in load ratio, imposed load, beam span in bending, shear stress and deflection respectively. In addition, increasing the beam span beyond 10 m, load ratio above 1.4 and imposed load beyond 30 kN/m made the beam fail as these parameters gave negative reliability indices. For failure in deflection, reliability index rose with an increase in the radius of gyration and overall depth of the beam section accordingly. Furthermore, the reliability index surged as the thickness of the web increased when taking into account, shear failure. The results of the analysis showed that the steel beam is very safe in shear and at some load ratios and imposed loads for failure in bending and deflection respectively. The average values of reliability indices obtained for load ratios ranging from 1.0 to 1.4 fell from 3.017 to 3.457 for all failure mode studied. These values are within the recommended reliability indices by the Joint Committee on Structural Safety for structure with moderate failure consequences and beams in flexure.

关键词： first-order reliability method reliability-Indices

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