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Nonlinear analysis and reliability of metallic truss structures

Karim BENYAHI, Youcef BOUAFIA, Salma BARBOURA, Mohand Said KACHI

Frontiers of Structural and Civil Engineering 2018, Volume 12, Issue 4, Pages 577-593 doi: 10.1007/s11709-017-0458-y

Abstract: Hasofer-Lind can be applied, in first approach, for the reliability index estimation, scenarios and the probabilityof failure.Finally, some structures are calculated using the method adapted by Hasofer-Lind to validate the probability

Keywords： modeling nonlinearity mechanical truss probability reliability response surface probability of failure

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Reliability analysis of corroded oil and gas pipeline

Xu Wei,Liu Mao

Strategic Study of CAE 2010, Volume 12, Issue 9, Pages 69-72

Abstract:

ASME B31G is the international criteria to assess the failure stressof corroded pipeline, taking into account its conservatism, this paper studies the failure stress ofprobability and remaining life.probability of pipeline were graded.The results of sensitivity analysis indicate that the failure probability is the most sensitive to the

Keywords： corroded pipeline reliability analysis FORM failure probability

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An Estimate Method of Parametric in Reliability Engineering

Han Ming

Strategic Study of CAE 2003, Volume 5, Issue 3, Pages 51-56

Abstract: The author gives definition of the new Bayesian estimate for failure probability and failure rate, andshows the estimate of the failure probability and the failure rate by new Bayesian method.

Keywords： reliability engineering parameter estimate new Bayesian estimate failure probability

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Research on Seawall Flood Defense Criteria

Lu Yongjin, ,He Yousheng,Liu Hua

Strategic Study of CAE 2005, Volume 7, Issue 12, Pages 17-23

Abstract: The failure of seawall is referred to six typical modes and the inferences of the wind wave and tideA rough estimate is suggested for encounter probability of wind/wave with highest tide.three level criteria for seawall design is proposed, which comprehensively integrates the encounter probability

Keywords： seawall design criteria wind wave high tide encounter probability failure mode risk optimization design

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Higher Moment Method in Reliability Analysis of Engineering Structure

Gong Fengqiang,Li Xibing,Deng Jian

Strategic Study of CAE 2006, Volume 8, Issue 5, Pages 69-73

Abstract: The equations of optimal probability density function of stochastic variable or limit state functionSubsequently, a reliability index or failure probability of the engineering structures can be calculatedFrom the comparison of the classical distribution function and the failure probability for the components

Keywords： structure reliability higher moment Chebyshev polynomial failure probability

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Choosing configurations of transmission line tower grounding by back flashover probability value

Dmitry KUKLIN

Frontiers in Energy 2016, Volume 10, Issue 2, Pages 213-226 doi: 10.1007/s11708-016-0398-6

Abstract: The probability of back flashover, which provides both qualitative and quantitative estimate of the groundingThe insulation flashover probability is calculated on the basis of engineering method, which evaluatesbreakdown strength of insulation for nonstandard waveshapes, and probability data on lightning currentsDifferent approaches are examined for identifying the back flashover probability, as not only amplitudesIt is found that lightning current waveform can greatly influence calculated back flashover probability

Keywords： grounding transmission line tower back flashover probability FDTD method

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Analytical method of capsizing probability in the time domain for ships in the random beam seas

LIU Liqin, TANG Yougang, LI Hongxia

Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 361-366 doi: 10.1007/s11709-007-0048-5

Abstract: The methods for constructing safe basins of ships and predicting their survival probability in random

Keywords： different survival probability different significant nonlinear differential narrowband

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Integrated management of cardiac failure: the cardiac failure clinic

Daniel LOISANCE

Frontiers of Medicine 2011, Volume 5, Issue 1, Pages 20-25 doi: 10.1007/s11684-011-0106-1

Abstract:

The prevalence of the risk factors and the risk of cardiac failure are both increasing in China.The wide range of clinical presentations of cardiac failure (acute or chronic) and of therapeutic approaches

Keywords： cardiac failure cardiac transplantation mechanical circulatory support

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Transmission probability method based on triangle meshes for solving the unstructured geometry neutron

WU Hongchun, LIU Pingping, ZHOU Yongqiang, CAO Liangzhi

Frontiers in Energy 2007, Volume 1, Issue 2, Pages 158-166 doi: 10.1007/s11708-007-0020-z

Abstract: To calculate the fuel assembly, the transmission probability method (TPM) is widely used.

Keywords： unstructured geometry assembly transmission probability TPM rectangular

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Progressive failure analysis of notched composite plate by utilizing macro mechanics approach

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 3, Pages 623-642 doi: 10.1007/s11709-021-0726-8

Abstract: In this study, gradual and sudden reduction methods were combined to simulate a progressive failure inUsing the presented method, a progressive failure is simulated based on a linear softening law priorto a catastrophic failure, and thereafter, sudden reduction methods are employed for modeling a progressivefailure.The proposed method is intended to predict the first ply failure (FPF), LPF, and dominant failure modes

Keywords： progressive failure notched composite plate Hashin failure criterion macro mechanics approach finite

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Evaluating effect of chloride attack and concrete cover on the probability of corrosion

Sanjeev Kumar VERMA, Sudhir Singh BHADAURIA, Saleem AKHTAR

Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 4, Pages 379-390 doi: 10.1007/s11709-013-0223-9

Abstract: chlorination studies, and from results of a field survey evaluates the effect of chloride content on the probabilitythe effect of concrete cover over the chloride content of the RC structures at rebar depth and on the probability

Keywords： concrete chloride reinforcement corrosion deterioration cover

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Bending failure performance of a shield tunnel segment based on full-scale test and numerical analysis

Frontiers of Structural and Civil Engineering Pages 1033-1046 doi: 10.1007/s11709-023-0973-y

Abstract: This study focuses on the bending failure performance of a shield tunnel segment.A full-scale test was conducted to investigate deformation and failure characteristics.During the loading, the bending failure process can be divided into four stages: the elastic stage, workingstage with cracks, failure stage, and ultimate stage.The characteristic loads between contiguous stages are the cracking, failure, and ultimate loads.

Keywords： shield tunnel bearing capacity failure mechanism segment reinforcement

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Collapse Probability of Building Caused by Fire

Sun Jinhua,Sun Zhanhui,Lu Shouxiang,Fan Weicheng

Strategic Study of CAE 2003, Volume 5, Issue 11, Pages 51-55

Abstract: This paper mainly introduces the research on collapse probability of building.

According to statistical theory and characteristics of building fire, the probability distributionresults, fire dynamical theory and characteristics of building fire, an evaluation method of the collapse probability

Keywords： building fire fire load collapse probability

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Overview on acute-on-chronic liver failure

Jing Zhang,Shan Gao,Zhongping Duan,Ke-Qin Hu

Frontiers of Medicine 2016, Volume 10, Issue 1, Pages 1-17 doi: 10.1007/s11684-016-0439-x

Abstract:

Liver failure (LF) is defined as severe dysfunction in hepatic synthesis, detoxification, and metabolism

Keywords： liver failure chronic liver failure acute-on-chronic liver failure diagnosis prognosis treatment

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Surficial stability analysis of soil slope under seepage based on a novel failure mode

Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 3, Pages 712-726 doi: 10.1007/s11709-021-0729-5

Abstract: Therefore, a novel failure mode involving three sliding zones (upper tension zone, middle shear slidingSubsequently, the new failure mode was verified via a numerical finite element analysis based on theThe results obtained by the new failure mode agree well with those obtained by the numerical analysis

Keywords： soil slope seepage surficial failure mode stress state edge effects