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A Global Sensitivity Approach for the Dynamic Response of Printed Wiring Boards
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper is concerned with the sensitivity of the dynamic response of printed wiring boards (PWB). A general method to study the sensitivity of the response of the board as a function of ...
On the Dynamic Response of Continuous Systems Including Model Uncertainty
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: This paper presents a technique for obtaining the response of linear continuous systems with parameter uncertainties subjected to deterministic excitation. The parameter uncertainties are modeled ...
Response of Systems with Uncertain Parameters to Stochastic Excitation
Publisher: American Society of Civil Engineers
Abstract: This paper presents a method for the dynamic analysis of linear systems with uncertain parameters to stochastic excitation. The applied forcing function is modeled as a modulated Gaussian white‐noise process in time. A ...
Using Environmental Tracers in Modeling Flow in a Complex Shallow Aquifer System
Publisher: American Society of Civil Engineers
Abstract: Using environmental tracers in groundwater dating partly relies on the assumption that groundwater age distribution can be described analytically. To investigate the applicability of age dating in complex multiaquifer ...
Transient Increase in Arctic Deep-Water Formation and Ocean Circulation under Sea Ice Retreat
Publisher: American Meteorological Society
Pile Spacing Effects on Lateral Pile Group Behavior: Load Tests
Publisher: American Society of Civil Engineers
Abstract: To investigate group interaction effects as a function of pile spacing, full-scale cyclic lateral load tests were performed on pile groups in stiff clay spaced at 3.3, 4.4, and 5.65 pile diameters in the direction of loading ...
Pile Spacing Effects on Lateral Pile Group Behavior: Analysis
Publisher: American Society of Civil Engineers
Abstract: Using the results from three full-scale lateral pile group load tests in stiff clay with spacing ranging from 3.3 to 5.65, computer analyses were performed to back-calculate