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Discussion of “<i>Extended Split‐Hopkinson Bar Analysis for Attenuating Materials</i>” by Conrad W. Felice, Edward S. Gaffney, and Joseph A. Brown (May, 1991, Vol. 117, No. 5)
Publisher: American Society of Civil Engineers
Methods of Interpreting Structural Incompatibility in Bored Pier Uplift Test
Publisher: American Society of Civil Engineers
Abstract: This paper presents two methods of analysis of data obtained from an uplift loading test on an instrumented bored pier reinforced only by a central steel angle to which the uplift load was applied. The objective of the ...
On the Localization of Inlet Boundary for Hydrodynamically Lubricated Infinite Cylinder Rotating Over a Flat Surface
Publisher: The American Society of Mechanical Engineers (ASME)
Molecular Dynamics Simulation of Thermal Cycling Test in Electronic Packaging
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Interfacial failure under thermal cycling conditions is one of the main concerns in package design. To minimize such failure in multi-layered electronic assemblies and packages, it is important ...
Rational Wave Equation Model for Pile‐Driving Analysis
Publisher: American Society of Civil Engineers
Abstract: A one‐dimensional wave equation model for pile‐driving analysis is presented. In this model, the pile is represented by discrete elements, while the soil is represented by a series of springs and dashpots, the coefficients ...
Assessment of Bridge Expansion Joints Using Long-Term Displacement and Temperature Measurement
Publisher: American Society of Civil Engineers
Abstract: A procedure for assessment of bridge expansion joints making use of long-term monitoring data is presented in this paper. Based on the measurement data of expansion joint displacement and bridge temperature, the normal ...
Closure to “Low Strain Integrity Testing of Piles: Three-Dimensional Effects” by Y. K. Chow, K. K. Phoon, W. F. Chow, and K. Y. Wong
Publisher: American Society of Civil Engineers
Low Strain Integrity Testing of Piles: Three-Dimensional Effects
Publisher: American Society of Civil Engineers
Abstract: Results of low strain integrity testing of piles are normally interpreted using one-dimensional (1D) stress wave theory. While 1D stress wave theory is acceptable for pile-driving analysis, it may not adequately simulate ...
Modeling of Temperature–Frequency Correlation Using Combined Principal Component Analysis and Support Vector Regression Technique
Publisher: American Society of Civil Engineers
Abstract: A good understanding of environmental effects on structural modal properties is essential for reliable performance of vibration-based damage diagnosis methods. In this paper, a method of combining principal component ...
Closure to “<i>Rational Wave Equation Model for Pile‐Driving Analysis</i>” by S. L. Lee, Y. K. Chow, G. P. Karunarantne, and K. Y. Wong (March, 1988, Vol. 114, No. 3)
Publisher: American Society of Civil Engineers