Suchergebnisse - "first-order reliability method"

Exploiting the precision of FORM and the accuracy of importance sampling for estimating failure probability and its sensitivity

Autoren: Valdebenito, Marcos A. Faes, Matthias G.R.

Quelle: Civil Engineering and Environmental Systems. 42:76-94

Schlagwörter: Technology, Engineering, Civil, Science & Technology, Environmental Engineering, splitting, STRUCTURAL RELIABILITY, Failure probability, control variates, 0905 Civil Engineering, CRITICAL-APPRAISAL, 4005 Civil engineering, 0907 Environmental Engineering, Engineering, importance sampling, sensitivity analysis, first-order reliability method, OPTIMIZATION

Zugangs-URL: https://lirias.kuleuven.be/handle/20.500.12942/766285
https://doi.org/10.1080/10286608.2024.2446733

Efficient slope reliability and sensitivity analysis using quantile-based first-order second-moment method

Autoren: Zhiyong Yang Chengchuan Yin Xueyou Li et al.

Quelle: Journal of Rock Mechanics and Geotechnical Engineering, Vol 16, Iss 10, Pp 4192-4203 (2024)

Schlagwörter: Slope reliability, TA703-712, First-order reliability method (FORM), First-order second-moment method (FOSM), Engineering geology. Rock mechanics. Soil mechanics. Underground construction, Quantile, Sensitivity analysis

Zugangs-URL: https://doaj.org/article/87a9254124594e41999ad64fef7a4bf2

The system reliability of steel trusses with correlated variables

Autoren: Katarzyna Kubicka Urszula Radon

Quelle: Archives of Civil Engineering, Vol vol. 70, Iss No 2, Pp 163-178 (2024)

Schlagwörter: 03 medical and health sciences, 0302 clinical medicine, sensitivity analysis, 05 social sciences, sysrel program, first order reliability method (form), system reliability analysis, TA1-2040, subset simulation, Engineering (General). Civil engineering (General), steel truss, 0506 political science

Characterizing the Variability and Reliability of Rutting Performance Using Accelerated Pavement Testing Structures

Autoren: Dinegdae, Yared Ahmed, Abubeker W Erlingsson, Sigurdur

Quelle: Journal of Testing and Evaluation. 532

Schlagwörter: variability, reliability, ERAPave performance prediction, accelerated pavement testing, Monte Carlo simulation, first-order reliability method

Dateibeschreibung: print

Zugangs-URL: https://urn.kb.se/resolve?urn=urn:nbn:se:vti:diva-21788

Probabilistic and physically-based modelling of rainfall-induced landslide susceptibility using integrated GIS-FORM algorithm

Autoren: Cui, Hongzhi Ji, Jian Hurlimann Ziegler, Marcel et al.

Weitere Verfasser: Cui, Hongzhi Ji, Jian Hurlimann Ziegler, Marcel et al.

Quelle: UPCommons. Portal del coneixement obert de la UPC
Universitat Politècnica de Catalunya (UPC)

Schlagwörter: Probabilistic analysis, Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls, Esllavissades, 13. Climate action, Slope stability, First-order reliability method (FORM), Rainfall transient infiltration, Landslide susceptibility, Landslides

Dateibeschreibung: application/pdf

Zugangs-URL: https://hdl.handle.net/2117/413393
https://doi.org/10.1007/s10346-024-02226-8

ASSESSMENT THE PROBABILITY OF FAILURE OF A REINFORCED CONCRETE FRAME UNDER A COLUMN REMOVAL SCENARIO USING THE FIRST-ORDER RELIABILITY METHOD

Autoren: Ngoc Tuyen Vu Nataliya Fedorova Thanh Qui Duong

Quelle: International Journal for Computational Civil and Structural Engineering, Vol 21, Iss 2 (2025)

Schlagwörter: Progressive collapse, probability, structural reliability, first order reliability method, robustness, column removal scenarios, Materials of engineering and construction. Mechanics of materials, TA401-492

Dateibeschreibung: electronic resource

Relation: https://ijccse.iasv.ru/index.php/ijccse/article/view/968; https://doaj.org/toc/2587-9618; https://doaj.org/toc/2588-0195

Zugangs-URL: https://doaj.org/article/d7d3aecf7a9349779f57346881d139e7

Nearest Linear Failure Surface, a New Method to Determine the Reliability of Numerical Models in Geomechanics

Autoren: Yousef Mirzaeian Lardkeyvan

Quelle: Analytical and Numerical Methods in Mining Engineering, Vol 14, Iss 41, Pp 33-42 (2024)

Schlagwörter: reliability analysis, numerical models, nearest linear failure surface, geomechanical stability, first order reliability method (form), monte-carlo simulation, Mining engineering. Metallurgy, TN1-997

Dateibeschreibung: electronic resource

Relation: https://anm.yazd.ac.ir/article_3621_8e32e3fa2f114b3d3978d11393a6367b.pdf; https://doaj.org/toc/2251-6565; https://doaj.org/toc/2676-6795

Zugangs-URL: https://doaj.org/article/a49c892f054043f7838a39b817b9875f

Implicit differentiation-based reliability analysis for shallow shell structures with the Boundary Element Method

Autoren: Mengke Zhuang Llewellyn Morse Zahra Sharif Khodaei et al.

Quelle: Engineering Analysis with Boundary Elements. 156:223-238

Schlagwörter: 0203 mechanical engineering, Boundary Element Method (BEM), Optimisation, First-Order Reliability Method (FORM), 02 engineering and technology, 0101 mathematics, Shallow shell structure, Sensitivity analysis, 01 natural sciences

Zugangs-URL: https://discovery-pp.ucl.ac.uk/id/eprint/10177192/

PySTRA: Python structural reliability analysis

Autoren: Colin Caprani Mohammad Shihabuddin Khan Jürgen Hackl

Quelle: SoftwareX, Vol 29, Iss , Pp 102047- (2025)

Schlagwörter: Pystra, Reliability engineering, Python, Structural reliability, First order reliability method, Computer software, QA76.75-76.765

Dateibeschreibung: electronic resource

Relation: http://www.sciencedirect.com/science/article/pii/S2352711025000147; https://doaj.org/toc/2352-7110

Zugangs-URL: https://doaj.org/article/1e863c5fb023442f9a53d0eadcae0639

A self-adaptive finite-step length method based on the inverse tangent function for accurate and efficient structural reliability analysis

Autoren: Yu Xia Yiying Hu Wenzheng Kong et al.

Schlagwörter: Biophysics, Biochemistry, Physiology, Biotechnology, Evolutionary Biology, Ecology, Environmental Sciences not elsewhere classified, Biological Sciences not elsewhere classified, Mathematical Sciences not elsewhere classified, Information Systems not elsewhere classified, Inverse tangent function, finite-step length method, self-adaptive step length, first-order reliability method

Verfügbarkeit: https://doi.org/10.6084/m9.figshare.29446792.v1
https://figshare.com/articles/journal_contribution/A_self-adaptive_finite-step_length_method_based_on_the_inverse_tangent_function_for_accurate_and_efficient_structural_reliability_analysis/29446792

A QGIS framework for physically-based probabilistic modelling of landslide susceptibility: QGIS-FORM

Autoren: Ji, Jian Tong, Bin Cui, Hongzhi et al.

Weitere Verfasser: Ji, Jian Tong, Bin Cui, Hongzhi et al.

Schlagwörter: Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Mecànica de sòls, Landslide susceptibility, Slope stability, QGIS, Physically-based model, Probability of failure, First order reliability method (FORM)

Dateibeschreibung: application/pdf

Relation: https://www.sciencedirect.com/science/article/pii/S1364815224003190?via%3Dihub; http://hdl.handle.net/2117/421136

Verfügbarkeit: http://hdl.handle.net/2117/421136
https://doi.org/10.1016/j.envsoft.2024.106258

Application of the Rosenblatt transformation in First-Order System Reliability approximations

Autoren: Meinen, N. E. Steenbergen, R. D.J.M.

Quelle: Meinen, N E & Steenbergen, R D J M 2025, 'Application of the Rosenblatt transformation in First-Order System Reliability approximations', Structural Safety, vol. 112, 102521. https://doi.org/10.1016/j.strusafe.2024.102521

Schlagwörter: Copula-based dependency modelling, First-Order Reliability Method (FORM), Rosenblatt transformation, System Reliability

Dateibeschreibung: application/pdf

Verfügbarkeit: https://portal.findresearcher.sdu.dk/da/publications/f5d99a16-6eff-48ab-8e4c-fa7ed5ba0e35
https://doi.org/10.1016/j.strusafe.2024.102521
https://findresearcher.sdu.dk/ws/files/283258404/Application_of_the_Rosenblatt_transformation_in_First-Order_System_Reliability_approximations.pdf

The Application of Structural Reliability and Sensitivity Analysis in Engineering Practice

Autoren: Urszula Radoń Paweł Zabojszcza

Quelle: Applied Sciences ; Volume 15 ; Issue 1 ; Pages: 342

Schlagwörter: reliability and sensitivity analysis, Sobol indices, first-order reliability method, Monte Carlo method

Geographisches Schlagwort: agris

Dateibeschreibung: application/pdf

Relation: Civil Engineering; https://dx.doi.org/10.3390/app15010342

Verfügbarkeit: https://doi.org/10.3390/app15010342

Empirical approach for reliability evaluation of tunnel excavation stability using the Q rock mass classification system

Autoren: Hui Lu Marte Gutierrez Eunhye Kim

Quelle: Underground Space, Vol 7, Iss 5, Pp 862-881 (2022)

Schlagwörter: First order reliability method, Tunnel, Critical strain, 0211 other engineering and technologies, TA703-712, Rock mass classification Q, Engineering geology. Rock mechanics. Soil mechanics. Underground construction, 02 engineering and technology, Reliability analysis

Zugangs-URL: https://doaj.org/article/0e16511ff7394af5bac5be0d1f5c7b12

Robust and reliability-based design optimization of steel beams

Autoren: Paweł Zabojszcza Urszula Radoń Piotr Tauzowski

Quelle: Archives of Civil Engineering, Vol vol. 69, Iss No 4, Pp 125-140 (2023)

Schlagwörter: first order reliability method, reliability index, reliability-based design optimization, robust optimization, Engineering (General). Civil engineering (General), TA1-2040

Dateibeschreibung: electronic resource

Relation: https://journals.pan.pl/Content/129761/PDF/art08_int.pdf; https://doaj.org/toc/1230-2945; https://doaj.org/toc/2300-3103

Zugangs-URL: https://doaj.org/article/9dc8c26a34d64d1abd4d04c27c77da18

Design of a three hinged timber portal frame based on Eurocode 5 safety level index

Autoren: Ocholi, A. Muhammad, A.N.

Quelle: Nigerian Journal of Engineering; Vol. 25 No. 1 (2018); 78-87

Schlagwörter: Eurocode 5, First order reliability method (FORM), load ratio, Safety level index, Three hinged Portal frame, Timber

Dateibeschreibung: application/pdf

Zugangs-URL: https://www.ajol.info/index.php/njeng/article/view/270942

Full probabilistic design of a submerged floating tunnel and format for partial safety factors

Autoren: Franka E.M. Swaalf Raphaël D. J. M. Steenbergen

Quelle: Acta Polytechnica CTU Proceedings, Vol 36, Pp 198-205 (2022)

Schlagwörter: tether yielding, tether slackening, first-order reliability method, submerged floating tunnel, tether-stabilized, 0211 other engineering and technologies, monte carlo simulation, eurocode en1990, 02 engineering and technology, partial safety factors, TA1-2040, Engineering (General). Civil engineering (General), 0201 civil engineering

Zugangs-URL: https://doaj.org/article/cf7643536c0743ab8fb337011ef29e58

Second-order reliability methods: a review and comparative study

Autoren: Hu, Zhangli Mansour, Rami Olsson, Mårten et al.

Quelle: Structural and multidisciplinary optimization (Print). 64(6):3233-3263

Schlagwörter: Second-order reliability method, Performance metrics, Capability, Accuracy, Robustness, First-order reliability method

Dateibeschreibung: print

Zugangs-URL: https://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-305777
https://doi.org/10.1007/s00158-021-03013-y

Study of Structural Stability of a Concrete Gravity Dam Using a Reliability Approach

Autoren: Mohamed Essaddik Kerkar Mustapha Kamel Mihoubi

Quelle: Fracture and Structural Integrity, Vol 16, Iss 61, Pp 530-544 (2022)
Frattura ed Integrità Strutturale; Vol. 16 No. 61 (2022): July 2022; 530-544
Frattura ed Integrità Strutturale; V. 16 N. 61 (2022): July 2022; 530-544

Schlagwörter: reliability of dam, dam, Structural engineering (General), first order reliability method, risk analysis, TA630-695, probability of failure, monte carlo simulation, latin hypercube sampling, dam safety, 6. Clean water, TJ1-1570, Mechanical engineering and machinery, Monte Carlo Simulation

Dateibeschreibung: application/pdf

Zugangs-URL: https://doaj.org/article/4269f1aea5a64debbf1bb5859dafbe39
https://www.fracturae.com/index.php/fis/article/view/3498

Reliability Analysis of Floors for Vibration Performance

Autoren: Nguyen Huu Anh Tuan

Quelle: Civil and Environmental Engineering, Vol 18, Iss 1, Pp 39-47 (2022)

Schlagwörter: reliability, acceptance criterion, first-order reliability method, 0211 other engineering and technologies, monte carlo simulation, 02 engineering and technology, TA1-2040, Engineering (General). Civil engineering (General), floor vibration, 0201 civil engineering

Zugangs-URL: https://doaj.org/article/1c801244063943e1a85990183c27f18b