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Computer Program for Multimodel Reliability and Optimization Analysis
Publisher: American Society of Civil Engineers
Abstract: A computer program is developed to carry out reliability and optimization analysis with many interconnected probabilistic models. The program is freely available online and it contains a library of versatile models. The ...
Second-Order Sensitivities of Inelastic Finite-Element Response by Direct Differentiation
Publisher: American Society of Civil Engineers
Abstract: In this paper analytical equations are developed and implemented to obtain second-order derivatives of finite-element responses with respect to input parameters. The work extends previous work on first-order response ...
Model Uncertainty in Finite-Element Analysis: Bayesian Finite Elements
Publisher: American Society of Civil Engineers
Abstract: In this paper, probabilistic models for structural analysis are put forward, with particular emphasis on model uncertainty. Context is provided by the finite-element method and the need for probabilistic prediction of ...
Cost-Benefit Importance Vectors for Performance-Based Structural Engineering
Publisher: American Society of Civil Engineers
Abstract: This paper offers importance vectors to identify the structural parameters that are most cost efficient to change to improve the reliability of an underperforming design. The methodology comprises the synthesis of reliability ...
Probabilistic Seismic Loss Assessment of a Vancouver High-Rise Building
Publisher: American Society of Civil Engineers
Abstract: A seismic loss curve of a real-world building is obtained by means of state-of-the-art models for the impending ground motion, the structure, the damage of structural and nonstructural components, and the ensuing losses. ...
Classification and Seismic Safety Evaluation of Existing Reinforced Concrete Columns
Publisher: American Society of Civil Engineers
Abstract: This study contributes to the critical need for safety assessment tools for existing reinforced concrete structures. Of particular concern is the possibility of collapse due to shear failure followed by axial failure of ...
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